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List of latest surface-wall Tenders in Indian Tenders. Click on any surface-wall Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for surface-wall Tenders.

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State Government

TRN :35959071 | 28 Nov, 2025

Tender Value : 15.49 Lacs

Chennai - Tamil Nadu

Tender for special repair to interior wall surface, false ceiling, water supply and sanitary arrangements in the directors room of the art and culture department located on second floor of the tamil development campus at egmore, chennaii. civil works

State Government

TRN :35966287 | 15 Dec, 2025

Tender Value : 42.00 Lacs

Udhampur - Jammu And Kashmir

Tender for restoration of road from mandal to manglian being used largely by public by construction of r walls and laying of crates at critical spots and surface dressing

Central Government / Public Sector

TRN :35956268 | 22 Dec, 2025

Tender Value : 0

North 24 Paragana - West Bengal

Tender for gem bids for 129, bid number gem2025b6909671 dated 21-11-2025 bid document1 97 0 0 no 8029 4562, no 8029 5548, no 8102 6392, no 81026394, no 8102 6829, no 8102 6830, no 8111 00414point05 he, no 8111 0041 4point2 he, no 8111 00414point75 he, no 8113 0294, no 8130 0221 4point12 he, no 8130 0221 4point16 he, no 8130 0222, no 8130 0223, no 8130 0224 9point75 he, no 8130 0224 10point1 he, no8130 0302 4point61 he, no 8130 0302 5point54 he, no8130 0302 5point58 he, no 8130 0451, no 8130 04524point22 he, no 8130 0452 4point32 he, no 8130 04524point77 he, no 8130 0453 4point45 he, no 8130 04534point333 he, no 8130 0453 5np, no 8130 0456, no 81300461, no 8130 0462, no 8130 5934, no 8130 5935, no8130 6852, no 8130 7821, no 8130 7821 01, no 81308946, no 8130 8947, no 8130 8948, no 8130 8949, no8130 8950, no 8130 8951, no 8130 8952, no 8130 8953, no 8130 8960, no 8130 8961, no 8130 8963, no 81308969, no 8130 8973, no 8130 8981, no 8130 8981 01, no 8130 8982, no 8130 9121 01, no 8131 4042, no 81324750, no 8136 4264, no 8139 4033, no 8139 4034, no8139 4035, no 8139 4036, no 8139 4049, no 8139 4050, no 8139 4051, no 8139 4184, no 8139 4185, no 81394186, no 8139 4187, no 8139 4188, no 8139 4189, no8139 4190, no 8139 4191, no 8139 4192, no 8139 4196, no 8139 4197, no 8139 4198, no 8139 4335, no 81394335 01, no 8139 4335 02, no 8139 4335 03, no 81394335 04, no 8141 4309, no 8141 0041, no 8151 6626, no 8151 7069, no 8153 0071, no 8153 0091, no 81530111, no 8153 0112, no 8153 4180, no 8153 6097, no8153 6098, no 8153 6106, no 8153 6107, no 8153 8127, no 8154 0031, no 8154 0041 4point27 he, no 8154 00414poiint35 he, no 8154 0071, no 8154 0082 6point119 he, no 8154 0082 6point196 he, no 8154 0222 21point78 he, no 8154 0222 22np, no 8154 0222 25point5 np, no 81540222 25point52 he, no 8154 0222 26np, no 8154 022227point052 he, no 8154 0222 30np, no 8154 023113point5 he, no 8154 0231 13point43 he, no 8154 023115point26 he, no 8154 4674, no 8154 5945, no 81546913, no 8154 8444, no 8159 a009, no 8159 4846, no8159 4846 01, no 8159 4892, no 8159 5043, no 81595044, no 8159 5045, no 8159 5046, no 8159 5047, no8159 5048, no 8159 5058, no 8159 5059, no 8159 5060, no 8159 5063, no 8159 5067, no 8166 0011, no 81664893gap limit gauge for checking operational adjustment ofreceiver assembly ak203 as per album no. 1009 drg. no.8029 4562., slip gauge for checking distance betweenrunner face of receiver & upper surface of angle piece left ofreceiver assembly ak203 as per album no. 1009 drg. no.8029 5548., t-type profile gauge for checking platform formagazine hook of receiver assy. ak203 as per album no.1009 drg. no. 8102 6392., combination gauge for checkingthickness of guides of receiver assy. ak203 as per albumno. 1009 drg. no. 8102 6394., slip gauge for checking wallthickness of receiver assy. of ak203 as per album no. 1009drg. no. 8102 6829., slip gauge for checking wall thicknessof receiver assy. ak203 as per album no. 1009 drg. no.8102 6830., gap limit gauge 4.05he of receiver assy. ofak203 as per album no. 1009 drg. no. 8111 00414.05he., gap limit gauge 4.2he of receiver assy. ak203 as peralbum no. 1009 drg. no. 8111 00414.2he., gap limitgauge 4.75he of receiver assy. ak203 as per album no. //bid details2 / 97 drg. no. 8111 00414.75he., gap limit gauge for reartrunnion of receiver assy. ak203 as per album no. 1009 drg.no. 1009 drg. no. 8113 0294., plug gauge 4.12he for fronttrunnion drilling of receiver assy. ak203 as per album no.1009 drg. no. 8130 02214.12he., plug gauge 4.16he forfront trunnion drilling of receiver assy. ak203 as per albumno. 1009 drg. no. 8130 02214.16he., plug gauge forchecking hole diameter 5+0.07mm in receiver of receiverassembly ak203 as per album no. 1009 drg. no. 81300222., plug gauge for checking hole diameter 7+0.07mmin receiver of receiver assembly ak203 as per album no.1009 drg. no. 8130 0223., plug gauge for checking drillinghole diameter 9.55+0.2mm in receiver of receiverassembly ak203 as per album no. 1009 drg. no. 813002249.75he., plug gauge for checking reaming holediameter 10.1+0.1mm in receiver of receiver assemblyak203 as per album no. 1009 drg. no. 8130 022410.1he., plug gauge for checking hole for block setting 4.61he ofreceiver assy. ak203 as per album no. 1009 drg. no. 813003024.61he., plug gauge for checking hole for blocksetting 5.54he of receiver assy. ak203 as per album no.1009 drg. no. 8130 03025.54he., plug gauge for checkinghole for block setting 5.58he of receiver assy. ak203 asper album no. 1009 drg. no. 8130 03025.58he., pluggauge for receiver assy. ak203 as per album no. 1009 drg.no. 8130 0451., plug gauge for checking rectification work4.22he of receiver assy. ak203 as per album no. 1009drg. no. 8130 04524.22he., plug gauge for checkingrectification work 4.32he of receiver assy. of ak203 as peralbum no. 1009 drg. no. 8130 04524.32he., plug gaugefor checking rectification work 4.77he of receiver assy.ak203 as per album no. 1009 drg. no. 8130 04524.77he., plug gauge for checking hole for block setting 4.45he ofreceiver assy. ak203 as per album no. 1009 drg. no. 813004534.45he., plug gauge for checking hole for blocksetting 4.333he of receiver assy. ak203 as per album no.1009 drg. no. 8130 04534.333he., plug gauge forchecking hole for block setting of receiver assy. ak203 asper album no. 1009 drg. no. 8130 04535np., plug gaugefor receiver assy. ak203 as per album no. 1009 drg. no.8130 0456., plug gauge for final checking of receiver assy.ak203 as per album no. 1009 drg. no. 8130 0461., pluggauge for checking reaming hole diameter10.1+0.1mm inreceiver of receiver assembly ak203 as per album no. 1009drg. no. 8130 0462., plug gauge for final checking ofreceiver assy. ak203 as per album no. 1009 drg. no. 81305934., plug gauge for final checking hole ellipticity ofreceiver assy. ak203 as per album no. 1009 drg. no. 81305935., plug gauge for bridge hole checking of receiver assyak203 as per album no. 1009 drg. no. 8130 6852., pluggauge for final checking of receiver assy. ak203 as peralbum no. 1009 drg. no. 8130 7821., plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 7821 01., combination plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 8946., combination plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 8947., combination plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 8948., combination plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 8949., combination plug gauge for finalchecking of receiver assy. ak203 as per album no. 1009drg. no. 8130 8950., combination plug gauge for final //bid details3 / 97

Central Government/Public Sector

TRN :35956290 | 15 Dec, 2025

Tender Value : 0

Ernakulam - Kerala

Tender for special repair to external surfaces of buildings and boundary wall in married accommodation area at ntsk and provision of power supply for heron rpa operations at inas 342, ins garuda

State Government

TRN :35945429 | 28 Nov, 2025

Tender Value : 1.71 Crore

Dharmanagar - Tripura

Tender for renewal of pmgsy road from jayashree to navajoy l-4.059 km package no. tr-03-170 link no.l021 under jampui hill sub-division during the year 2025-26 sh- pucca drain surface drain, side shouldering, rcc toe wall wbm-3 tack coat re-carpeting n se

State Government

TRN :35946503 | 28 Nov, 2025

Tender Value : 15.00 Lacs

Bikaner - Rajasthan

Tender for demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer-in-charge. demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar. dismantling tar felt over roofing complete including stacking of serviceable material and disposal of unserviceable material within 50-meter lead. grading roof for water proofing treatment with water proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) honey comb brick work half brick thick with bricks of class designation 75 upto five storey in:cement mortar1 : 6(1 cement : 6 coarse sand providing and applying acrylic emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/parapet wall etc.with following method/specification:paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.after the primer coat apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 kg/sqm on the surface of the interval of 3-4 hours. undulation on the surface is repair before the waterproofing work. p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 (-do-) p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 (-do-) providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : " pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand): flush/ ruled pointing " providing and fixing horizontal chajja of red/ white sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) finishing walls with acrylic smooth exterior paint of required shade including all scaffolding.new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). "painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work " " labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. " providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia carriage of building rubbish stone metal (grit and ballast etc.) with a lead of 10 km

Central Government/Public Sector

TRN :35936713 | 03 Dec, 2025

Tender Value : 0

Jalandhar - Punjab

Tender for gem bids for base preparation and laying of asphalt base, asphalting, edge wall and drainage system, synthetic surface fivelayers, volleyball court accessories, chain link fencing

corporations/Associations/Others

TRN :35937040 | 27 Nov, 2025

Tender Value : 8.56 Lacs

Jhunjhunu(N) - Rajasthan

Tender for construction of cement concrete road from banwari ji bugania house to k.d. sharma house, ward no 14- dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 2.0 km" construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing, laying and spreading of granular sub-base by providing coarse graded material (table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion pcc m-25. "raising circular brick/rr stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab, taking out the existing ci frame & cover of manhole and raising it upto ground/ road level, refixing of frame and cover in m15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. (brick work / rr stone work of raising depth of manhole to be paid separately) " raising circular inspection chamber with circular cover 450mm dia and frame slab to required level including dismantling existing slab, taking out the existing ci frame & cover of inspection chamber and raising it upto ground/ road level, refixing of frame and cover in m15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. (brick/ concrete work of raising depth of manhole to be paid separately) "raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast sfrc circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by engineer. "

corporations/Associations/Others

TRN :35939931 | 27 Nov, 2025

Tender Value : 2.80 Lacs

Jhunjhunu(N) - Rajasthan

Tender for construction of cc road from keshardev ji house to ashok meel house, ward no 14 - dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion pcc m-25. raising circular inspection chamber with circular cover 450mm dia and frame slab to required level including dismantling existing slab, taking out the existing ci frame & cover of inspection chamber and raising it upto ground/ road level, refixing of frame and cover in m15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. (brick/ concrete work of raising depth of manhole to be paid separately) "raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast sfrc circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by engineer. "

State Government

TRN :35941047 | 28 Nov, 2025

Tender Value : 1.00 Crore

Bikaner - Rajasthan

Tender for dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.cement concrete grade m-15 and above and pcc blocks clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by engineer.in area of light jungle silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. "providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:3:6 (1 cement : 3 fine/ coarse sand : 6 graded stone aggregate 20 mm nominal size). " 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including providing /mixing of synthetic fibers compulsorily complying with is 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of cement i.e. 125 gms per 50 kg cement up to 900 gms per cum of concrete/ mortar. "reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete." centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete. wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.standard size 2100x500mm (150mm thick) for span 1201 to 1500mm brick work with fps bricks of class designation 75 in foundation and plinth in:cement mortar 1:4 (1 cement : 4 coarse sand) cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for 'aa' class loading as per irc specifications including the effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal sizes. the work includes required safety measures, construction of drain for diversion of flowing water, cost of design of rcc precast box and its proof checking from iit/mnit jaipur etc. complete in all respect as per specifications diversion of flowing water, cost of design of rcc precast box and its proof checking from iit/mnit jaipur etc. complete in all respect as per specifications size 2.00 m x 2.00 m providing, laying, spreading and compacting of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.grading - i material providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per is : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. "providing and laying 50-75 mm compacted thick design mix (approved by engineer) dense bituminous macadam on prepared surface with specified graded crushed aggregates as per table 500-9, 500-10 with bitumen binder set (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) for base/ binder course including loading of material with f.e. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of mort&h specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion.grade-ii with bitumen vg-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix)" "providing and laying 30-45 mm compacted thickness bituminous concrete as per design mix (approved by engineer) on prepared surface with specified grade stone aggregate as per table - 500-18 with bitumen for wearing course including loading of aggregate with f.e. loader and hot mixing of stone aggregate and bitumen (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa, to achieve the desired density complete as per clause 509 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.grade-ii with bitumen vg-grade 30 @ 6% (percent by weight of total mix)" "earth work in excavation in open area, stp, wtp, pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of engineer. (measurements for payment to be done as per standard drawings). above 3.0 m and upto 6.0 m depth" dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. cement concrete grade m-15 and above and pcc blocks clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by engineer.in area of light jungle silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. "providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:3:6 (1 cement : 3 fine/ coarse sand : 6 graded stone aggregate 20 mm nominal size). " 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) brick work with fps bricks of class designation 75 in foundation and plinth in: cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including providing /mixing of synthetic fibers compulsorily complying with is 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of cement i.e. 125 gms per 50 kg cement up to 900 gms per cum of concrete/ mortar. "reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete." centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete. wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.standard size 2100x500mm (150mm thick) for span 1201 to 1500mm dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. bituminous courses granular courses "providing, laying, spreading and compacting of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - i material" providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery lighting, guarding and maintenance of diversion. providing and laying 50-75 mm compacted thick design mix (approved by engineer) dense bituminous macadam on prepared surface with specified graded crushed aggregates as per table 500-9, 500-10 with bitumen binder set (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) for base/ binder course including loading of material with f.e. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of mort&h specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion. grade-ii with bitumen vg-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) providing and laying 30-45 mm compacted thickness bituminous concrete as per design mix (approved by engineer) on prepared surface with specified grade stone aggregate as per table - 500-18 with bitumen for wearing course including loading of aggregate with f.e. loader and hot mixing of stone aggregate and bitumen (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa, to achieve the desired density complete as per clause 509 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. grade-ii with bitumen vg-grade 30 @ 6% (percent by weight of total mix)

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