Uttar Pradesh Housing And Development Board Tender
... More
The UPAVP has issued a formal invitation for competitive bids for the Uttar Pradesh Housing And Development Board project, for Under Infrastructure Fund Talpura Road Housing Development Scheme In Jhansi District Repair Strengthening Work Of Roads In Jhansi Rcc Drain Construction Work Behind Paramedical Boundary Wall In Nagar Nigam Jhansi Mauja Scheme No 3 Road Strengthening in Jhansi, Uttar Pradesh, with an estimated contract value of Rs. 5,79,16,711. The bid opening date for this tender is 20-05-2025 and the last date for bid submission is 19-06-2025. Interested bidders for Uttar Pradesh Housing And Development Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 May 2025
Closing Soon19 Jun 2025
Tender Amount₹ 5,79,16,711
Technical
Technical
Additional Eligibility
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is 'Class - road II or Above'.
Bid Capacity
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The formula for Assessed Available Bid capacity is A*N*M-B, where A is the maximum value of civil engineering works executed in any one year during five years, N is the number of years prescribed for completion of the works, M is 2.5, and B is the value of existing commitments and on-going works to be completed during the period of completion of the works.
Technical Capacity
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The required prior work experience for the bidder is in the execution of similar work, such as civil construction, building, or road work construction, in the organised sector, specifically in Govt./Semi Govt. organisations, for the last Seven years. The bidder should have completed similar works with the following values and percentages:
- Three similar completed works costing not less than 40% of the estimated cost
- Two similar completed works costing not less than 50% of the estimated cost
- One similar completed work costing not less than 80% of the estimated cost Additionally, the bidder should have completed a single largest work with a value of 80% or above of the bid amount, and two works with a value of 50% or above of the bid amount each, and three works with a value of 40% of the bid amount each. Evidence of satisfactory execution of work should be produced, with a certificate of experience from the Engineer-in-charge of the work, not below the rank of Executive Engineer or equivalent rank of officers, being acceptable. In the case of road work construction, the bidder should have completed three similar works costing not less than the amount equal to 40% of the estimated cost, or two similar completed works, although the exact amount and percentage for two similar completed works are not specified.
Costs
EMD
₹ 11,58,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Under Infrastructure Fund Talpura Road Housing Development Scheme In Jhansi District Repair Strengthening Work Of Roads In Jhansi Rcc Drain Construction Work Behind Paramedical Boundary Wall In Nagar Nigam Jhansi Mauja Scheme No 3 Road Strengthening
Description
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Contact
Tender Id
2025_UPHDB_1040876_1Tender No
799/AC-9/23 DATE 15.05.2025Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62
402.9
544
-
... More
CONSTRUCTION OF DRAIN AT BHUMI VIKAS EWAM GRAH STHAN YOJNA NO-3 JHANSI,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.DSR 2.8.1
2660
189
-
... More
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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
42.4
4960
-
... More
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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RAFT FOUNDATION DSR 5.1.2
288
6586
-
... More
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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RCC WALL & SLAB DSR 5.1.2
608
6586
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22A.
879.2
7852
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1
5280
285
-
... More
Windening and Strengthening of Bhumi vikas yojna 03 to Peramedical takori road jhansi,Dismantaling and Scarifying the existing interlocking tiles road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
1050
9
-
... More
Construction of granular sub-base by providing coarse graded material, 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 clause 401
519.75
2072
-
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MOTRH specification no. 406 page no 110
472.5
1851
-
... More
Bituminous Macadam (3.3 % bitumen) Providing and laying BM with 100-120 THP hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading rp mixed with bituminious bimder, transported to site ,laid over a previously prepered surface with paver finsher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. MORTH spectification 504 page no 125
94.5
6622
-
... More
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared WMM surface cleaned with mechanical broom.MORTH 503 P-125
1890
12
-
... More
Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135
47.25
8863
-
... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50
100
150
-
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62
90
544
-
... More
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..DSR 2.8.1
299.25
189
-
... More
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.DSR16.91.2 (80MM THICK)
787.5
794
-
... More
STRENGTHING OF ROAD NH-27 MERI UNDER BRIDGE ROAD TO BANDAGOUN MUKTIDHAM (MERIROAD) .5KM,JHANS, Dismantaling and Scarifying the existing interlocking tiles road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.AR
4500
9
-
... More
Construction of granular sub-base by providing coarse graded material, 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 clause 401 P-92
2756.25
2072
-
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MOTRH specification no. 406 page no 110
2205
1851
-
... More
Bituminous Macadam (3.3 % bitumen) Providing and laying BM with 100-120 THP hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading rp mixed with bituminious bimder, transported to site ,laid over a previously prepered surface with paver finsher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. MORTH spectification 504 page no 125
551.25
6622
-
... More
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared WMM surface cleaned with mechanical broom.
11025
12
-
... More
Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135
275.63
8863
-
... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50
500
150
-
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62
300
544
-
... More
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..DSR 2.8.1
1299.38
189
-
... More
Construction of granular sub-base by providing coarse graded material, 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 clause 401
984.38
2072
-
... More
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.DSR16.91.2 (80MM THICK)
1575
794
-
... More
Construction Of Road from S.P. tripathi house to maa Lahar ki devi chauraha in ward no 31(MCJ) dist-Jhansi,Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.AR
3564
9
-
... More
Construction 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 clause 401
1212.75
2072
-
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MOTRH specification no. 406 page no 110
216.56
1851
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. MORTH 502 P-123
8662.5
36
-
... More
Bituminous Macadam (3.3% bitumen) Providing and laying BM with 100-120 THP hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading rp mixed with bituminious bimder, transported to site ,laid over a previously prepered surface with paver finsher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. MORTH spectification 504 page no 125
433.13
6622
-
... More
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared WMM surface cleaned with mechanical broom.
8662.5
12
-
... More
Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135
216.56
8863
-
... More
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.DSR16.91.2 (80MM THICK)
4851
794
-
... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50
550
150
-
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62
330
544
-
... More
CONSTRUCTION OF PARK AT YOJNA JHANSI,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 lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil DSR 2.6.1
70.25
129
-
... More
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 for all lift. DSR 2.25(A)
660.35
510
-
... More
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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
29.38
4960
-
... More
Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2
37.93
5193
-
... More
Brick work with common burnt clay (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.4.2
53.85
6630
-
... More
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 size derived from natural sources) DSR 5.3
8.98
8377
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete all complete up to or above plinth level. DSR 5.22
7.05
7852
-
... More
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS grill. 10.1
1283.25
85
-
... More
12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
468.3
250
-
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. DSR 13.52.1
50.43
176
-
... More
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm). DSR-13.47.1
468.3
124
-
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80
468.3
113
-
... More
Supply and Installation RCC cement concrete Fancy Garden chair benches proper completion of work at site MR
10
30000
-
... More
Supply and Fixing Solar 15 watt 1200 Lumens 80 cm Hieght Pole aluminium alloy LED Pathway Lights water proof outdoor Lighting for Garden for proper completion of work at site . MR
40
7500
-
... More
Providing and Fixing of Fun Walker MR
6
28500
-
... More
Providing and Fixing of See saw swing MR
6
20000
-
... More
Providing and Fixing of Leg Lift Post MR
6
18000
-
... More
Providing and Fixing of Sliding swing MR
6
15000
-
... More
Providing and Fixing of Pendulum Cum
Twistar MR
6
18000
-
... More
BEAUTIFICATION OF PARK AT YOJNA JHANSI,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 lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil DSR 2.6.1
54.45
129
-
... More
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 for all lift. DSR 2.25(A)
402.97
510
-
... More
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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
23.18
4960
-
... More
Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2
29.4
5193
-
... More
Brick work with common burnt clay (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.4.2
41.75
6630
-
... More
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 size derived from natural sources) DSR 5.3
6.96
8377
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete all complete up to or above plinth level. DSR 5.22
5.5
7852
-
... More
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS grill. DSR 10.1
1020
85
-
... More
12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
363
250
-
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. DSR 13.52.1
39.9
176
-
... More
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm). DSR-13.47.1
363
124
-
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80
363
113
-
... More
Supply and Installation RCC cement concrete Fancy Garden chair benches proper completion of work at site MR
10
30000
-
... More
Supply and Fixing Solar 15 watt 1200 Lumens 80 cm Hieght Pole aluminium alloy LED Pathway Lights water proof outdoor Lighting for Garden for proper completion of work at site . MR
40
7500
-
... More
Providing and Fixing of Fun Walker MR
6
28500
-
... More
Providing and Fixing of See saw swing MR
6
20000
-
... More
Providing and Fixing of Leg Lift Post MR
6
18000
-
... More
Providing and Fixing of Sliding swing MR
6
15000
-
... More
Providing and Fixing of Pendulum Cum
Twistar MR
6
18000
-
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