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Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge. 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

State Government

TRN :49021044 | 12 May, 2025

Tender Value : 0

Khurd - Maharashtra

Tender for supply of materials for construction of pandhan road from donad (khurd) to bhavarkhed remaining pandan road- 1 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (prior approval of sample stack of broken metal by the ex. engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 80 mm metal spec. no.rd. 19,20,21 / page no. 197 to 201 2 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc, complete. (prior approval of sample stack of broken metal by the ex engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 40 mm metal. spec.no. rd. spec. no.rd. 19,20,21 / page no. 197 to 201 3 supplying murum having pi < 6 at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 4 supplying soft murum at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 5 compacting the subgrade/gravel/over size metal (200mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 6 compacting the sub grade/gravel/ size metal (100 mm loose) layers for all widths with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 7 compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. spec. no. rd 38/ pge no. (csr it 2022-2023) 8 providing and fixing road junction / information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge m.s. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 nos. high strength g.i. bolts and nuts of size 10 mm dia, and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by engineer-in-charge etc. complete. mild steel board with engineering grade. pwd ssr 2022-23 it. no. 6.47 9 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada pwd ssr it. no 24.01 10 providing cast in situ / ready mix m10 grade cement concrete for head walls of cd work/ retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with scada with natural / vsi standard artificial sand, cement 4.05 bags/cumt). (pwd csr 2022-2023 it. no.11.28) 11 providing and laying cement concrete pipe of is 458:2003 np-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (pwd csr 2022-2023 it. no.11.10)800 mm dia 12 450 mm dia

Central Government/Public Sector

TRN :49021106 | 21 May, 2025

Tender Value : 1

Mysore - Karnataka

Tender for tender for providing architectural, design consultancy including project management services for construction of multipurpose building and trainee hostel with vip transit house building at beml township, mysuru; 1 basic engineering shall include topographic survey, complete building layout and plan for both the buildings (multipurpose building & trainee hostel with vip transit house) with suitability to cater the required facility & 3d walk through presentations. 03 (three) different optional layout plans in 2d with elevations, shall be presented for discussion & approvals from beml. 3d walkthrough presentations to be made for approved /corrected option. the selected one option shall be used for detailed design and execution. i) 15 days from scheduled date of commencement of work for submission of building layouts in 2d 20% of the total quoted amount shall be paid on completion of jobs mentioned at sl. nos (i) & (ii) (ii) 21 days from the date of acceptance of plant layout by beml for submission of 3d walk-through presentation. 2 soil testing and borewell points: (i) conducting soil testing in both the locations by a reputed agency and submission of the report. (ii)hydrogeological investigation for identification borewell points on both the locations and submission of the report. 30 days from the date of commencement mentioned in the po. 10% shall be paid after completion of soil testing and submission of report 3 complete design / calculations & detailed engineering for multipurpose building & trainee hostel with vip transit house sufficiently rigid to take wind & seismic load as applicable in that area and shall also include analysis and design of civil, architectural and structural for foundation structures, drainage system, roads, waste water treatment plants, firefighting system, mechanical works like interiors, air-conditioning, furniture, electrical works including substation, dg set, dg room, & allied required works, utility services pump house, ug sump, oht, rain water harvesting, garden , drinking water system, sanitary lines, office area, material store etc., complete for all that is required as per the required mentioned in the page 13 and 14. the above description is for information purpose and beml ltd., may add or delete additional utilities, facilities, during the tenure of the project. the green building concept may be opted in the design, wherever applicable. preparation and submission of estimates based on latest mes ssr & market rates, boq, detailed specification and assisting m/s beml ltd., for finalization of contract for execution. 4 liasoning works: i)preparation & submission of all relevant documents and obtaining approvals/license from mysuru city corporation authorities, forest department, electricity board, or any statutory approval from govt. bodies/quasi/local acts as required before starting of project and after completion of the work for completion of the project in all respects. note: beml ltd., shall pay all the statutory fees/payments as applicable to the concerned agencies / departments on production of documentary proofs. concurrent activity 10% of the total quoted amount shall be paid on submission of the approvals/license from the statutory bodies before execution. 10% of the total quoted amount shall be paid on submission of the approvals/license from the statutory bodies after completion of the project. 5 third party design certification: preparation & submission of all relevant documents and obtain approvals from third party certification for structural design calculations from iit’s/iisc. concurrent activity 10% of the total quoted amount shall be paid on submission of the certification report. 6 project monitoring: preparation and release of good for construction drawings, 3d views for interior works (as hard copies and soft copy -03 copies), preparation of pert chart activity wise using software and monitoring of weekly progress by submitting the progress report. the consultant has to verify, certify the quality and quantities or any relevant document essential for the rar & final bills claimed by executing contractor/s before those bills are submitted to beml ltd., the consultant has to prepare/certify deviation order, rate analysis for non-tender items, if any and completion certificate for executing contractor/s.

Government Departments

TRN :49021216 | 14 May, 2025

Tender Value : 29.76 Lacs

Mirzapur - Uttar Pradesh

Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil as per si.no. 2.8.1 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)above plinth lvl as si no-5.2.2 10 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). above plinth lvl as si no-5.3 12 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

Government Departments

TRN :49021397 | 21 May, 2025

Tender Value : 8.28 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, from jageshwar nagar saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. dsr code no. 2.25(b) page no. 94 2 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) dsr code no. 4.1.10 page no. 103 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) dsr code no. 6.1.1 page no. 127 4 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) dsr code no. 13.1.1 page no. 217 5 p/l gsb with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor t&p etc.all complete (ns) 6 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in- charge 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 7 supply & fixing graniteboard 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 8 sub total (a) 9 add/deduction rs. for estimate figure amount match 10 grand total

Government Departments

TRN :49021408 | 21 May, 2025

Tender Value : 8.23 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3, room no. 29, from munna lal house to rakesh house in nagla paima, drain and interlocking work. - excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. dsr code no. 2.25(b) page no. 94 2 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) dsr code no. 4.1.10 page no. 103 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) dsr code no. 6.1.1 page no. 127 4 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) dsr code no. 13.1.1 page no. 217 5 p/l gsb with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor t&p etc.all complete (ns) 6 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in- charge 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 7 supply & fixing graniteboard 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 8 sub total (a) 9 add/deduction rs. for estimate figure amount match 10 grand total

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

Local Bodies

TRN :49022676 | 16 May, 2025

Tender Value : 62.20 Lacs

Raebareli - Uttar Pradesh

Tender for tender for development of plots behind bss school at amol vihar yojna - earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm (8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 fts) lifts and 30 m (100) lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 fts) lifts distance as directed by the engineer-in-charge. si. no.-251 2 providing and laying of gsb (shanker garh)in road reparing all complete. 3 providing and laying of wmm in road reparing all complete. 4 providing and laying of tack coat all complete. 5 providing and laying of prime coat all complete. 6 providing and laying of 20mm thick premixing all complete. 7 providing and laying of seal coat all complete. 8 excavation in foundation in ordinary soil (loan clay or sand) including lift up to 1.5 m (5fits.) and lead upto 30m (100fits) & including filling, watering and ramming of excavate earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in charges up to a distance of 30m (100 fits.) from the foundation trenches. 9 providing and laying cement concrete 1:4:8 (1 cement ;4 coarse sand ; 8 graded stone aggregate 40mm nominal size) including supply of all materials, labour and t & p etc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 10 150-class brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply of all materials, labour and t & p etc required for proper completion of the work. 11 12mm thick cement plaster in dedo or skirting in 1:4 consisting of one part of cement and 3 parts of approved coarse sand laid in panels, including supply of all materials, labour and t & p etc required for proper completion of the work. 12 p.c.c. work with cement approved coarse sand and 20mm gauge approved stone grit in the proportion of 1:2:4 inincluding supply of all materials, labour and t&p etc. required for proper completion of the work. 13 r.c.c. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in proportion of in (1:1.5:3) in slab workexcluding supply of reinforcement & its binding but including its fixing & bending the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all material ,t&p etc.required for proper completetion of the work. bindig wire cost being included in the item. 14 mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. si. no.-504 15 supply of sweeper with t&p including all complete for manhole/sewer cleaning. 16 snowcem painting in existing surface two coat all complete. 17 suply of manhole cover heavy quality including all complete 18 supply of plumber with t&p including all complete for reparing and laying of water line. 19 supply of fixing dejoints for leakage of water line including all complete (110mm) 20 supply of fixing dejoints for leakage of water line including all complete (75mm) 21 supply of helper including all complete for plumbering work all complete. 22 supply of 110 mm cpvc pipe including all complete for reparing of water line work all complete. 23 supply of 75 mm cpvc pipe including all complete for reparing of water line work all complete. 24 providing fixing of sluice valve all complete. 25 m.s iron work in small size and section for park gate including all complete.

corporations/Associations/Others

TRN :49022685 | 10 May, 2025

Tender Value : 10.32 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 29-construction of entrance gate in gram panchayat bhaura block-sumerpur - steel work in built up tubular (round hollow tubes ),trusses etc. including cutting ,hoisting ,fixing in position and applying a priming coat of appd. steel primer including welding and bolted with special shaped etc. comp. in all respect hot finished seamless type tubes /pole dsr code no 10.16.2 2 s/f of 25.00mm long steel polished screw with washer 3 painting work with three coat of appd. synthetic enamel paint with one coat of primer 4 construction of r.c.c. foundation size 1.80x1.80mtr. and 1.80 mtr deep for builtup overhead structure including earth work in execavation 150mm thick lean concrete in 1:4:8 cement and coarce sand and 40mm gauge stone ballast r.c.c. with 1:1.5:3 cement ,coarse sand and 20mm stone grite including supply and groutingnof 25mm dia foundation bolt(600mm longas per provision of structure including cost of reinforcement and shuttering including all material ,labour t&p etc. required for proper completion of work including cartage up to site and all taxes labour cess etc. all complete work as per direction of e/i earth work in execavation in foundation by mech. means dsr code no 2.6.1 5 sand filling in foundationdsr code no 2.27 6 lean concrete in 1:4:8 infoundation dsr code no 4.1.8 7 r.c.c. 1:1.5:3 in foundation up to ground level dsr code no 5.1.2 a 8 reinforcement 2% of r.c.c. dsr code no 5.22a.1 9 trasportation .labour charges, t&p such as hydra and other tools etc. 10 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc 67 2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.37 the sheeting shall have a pressure sensitive adhesive of the aggressive-tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting (confirming to astm d4956- 09 shall be pressure fixed the retro reflective sheeting (shall be tested for a certificate or having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance meeting the requirement of three years outdoor weathering of the sheeting as per irc 67-2012 & proof of the same report shall be uploaded which quoting (tende: the rate shall include all materials labour t&p transportation, installatic and incidentals all complete as per direction of the engineer-in-charge morth 801 s.i. no 11 lucknow sor

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