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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date25 Mar 2025
Closing Soon2 Apr 2025
Tender Amount₹ 66,40,000
Costs
EMD
₹ 5,35,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEBLY_1022103_3Tender No
1317/76C(A)(ET)-08/24-25 DT-20.02.25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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
41.52
8377
347771.16
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 5.22.1
47.5
7798
370405
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12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). DSR 13.4.1
855
260
222300
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15 mm cement plaster 1:4 (1 cement: 4 coarse sand) on rough side of single or half brick wall of mix: DSR 13.4.1
855
299
255645
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Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 13.44.1
855
85
72675
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Dismantling Asbestos Cement sheet roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.2
363
56
20328
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Dismantling Of area 3 sq. metres and below doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :15.12.1
9.45
267
2523.15
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.15.3
7.88
2585
20363.01
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Demolishing In mud mortar 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 15.7.1
6.69
512
3423.28
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. As per DSR 15.56
959.54
39
37421.87
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12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). DSR 13.4.1
479.77
260
124739.55
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15 mm cement plaster 1:4 (1 cement: 4 coarse sand) on rough side of single or half brick wall of mix: DSR 13.4.1
479.77
299
143451.23
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Finishing walls with Acrylic Smooth exterior paint of required shade. 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/10sqm.). DSR 13.46.1
479.77
116
55653.03
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10
9.54
4745
45270.86
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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. DSR 11.7
55.01
6258
344225.98
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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat ofapproved steel primer. DSR 10.13.1
13.82
103
1423.87
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Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and Tiron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. DSR 10.4
34.56
4781
165231.36
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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 6.1.1
11.51
5366
61746.29
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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
10.14
8377
84969.37
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Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22.6
11.94
7800
93132
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Dsr 13.48.3
509.88
124
63225.12
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. DSR 22.7.1
59.46
1226
72891.83
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted earth lead 3 Km)
2925
142
415935
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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density complete work.
35.16
3781
132925.78
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
42.19
7929
334521.56
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Supplying and fixing 80x1.25 mm M.S. laths with 1.25 mm thick top cover rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1
27
2660
71820
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Providing and fixing ball bearing for rolling shutters. 10.7
27
358
9666
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As Per DSR 10.2
1058.55
97
102679.35
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Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.l. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. As Per DSR 12.8
363
390
141570
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Providing and fixing Corrugated serrated adjustable ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete.As Per DSR 12.12.1
30
380
11400
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Providing and fixing 0.80 mm thick with zinc coating not less than 275 gm/m2 , 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mmsize, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete..As Per DSR 12.7.1
60
749
44940
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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. DSR 2.6.1
33.59
129
4332.85
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10
2.12
4746
10080.5
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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
6.97
8377
58428.32
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 5.22.1
8.22
7798
64099.56
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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 6.1.1
3.82
5366
20498.19
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12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). DSR 13.4.1
20.16
260
5241.6
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Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 13.44.1
20.16
85
1713.6
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As Per DSR 10.2
1298.7
97
125973.9
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Dsr 13.48.3
59.94
124
7432.56
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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. DSR 2.6.1
21.72
129
2801.88
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Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. DSR 2.27
1.79
1546
2767.34
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10
2.72
4746
12909.12
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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. DSR 11.7
3.23
6258
20213.34
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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 6.1.1
7.72
5366
41425.52
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Brick work With F.P.S.(non modular) bricks with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse
sand) : DSR 6.3.1
7.16
6771
48480.36
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12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). DSR 13.4.1
37.68
260
9796.8
... More
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. As per DSR No-5.30
2.38
57
135.66
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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
2.48
8377
20774.96
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an 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 and over lapping & hooks.As per SOR No-504
1.95
6250
12187.5
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Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22.6
1.04
7798
8109.92
... More
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and Tiron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. DSR 10.4
3.15
4781
15060.15
... More
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Dsr 13.48.3
4.14
124
513.36
... More
Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 13.44.1
37.68
85
3202.8
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Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR 8.31
21.75
923
20075.25
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Providing and fixing water closet squatting pan White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests (Indian type W.C. pan) with 100mm sand cast Iron P or Strap, 10 litre low level white P. V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: As per DSR No-17.1.1
1
4927
4927
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Providing and fixing white vetreous china pedestal type W.C. pan with ISI marked white solid plastic seat and lid. (European type) with seal and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :: As per DSR No-7.3.1
1
4744
4744
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively: As per DSR No-17.23
2
1200
2400
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Providing and fixing Flat back wash basin of size 630x450 mm white vitreous china wash basin including making all connections but excluding the cost of fittings : As per DSR No-17.25.1
1
975
975
... More
Boring Beyond 12 m and up to 18 m depth with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :
As per DSR No-18.42.3
18
747
13446
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Providing and fixing P.V.C. ALL WORK. 32mm dia (Semi rigid pipe) As per DSR No-17.28.1.1
3
75
225
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Providing, laying and jointing 100 mm diameter glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the of 1 :1 (1 cement: 1 fine sand) including testing of joints etc. complete: As per DSR No-19.1
25
322
8050
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Providing and fixing 110mm unplasticised - Rigid PVC pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 (i) Single socketed pipes. As per DSR No-12.41.2
10
181
1810
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Providing and fixing 15 mm dia. nominal bore G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. linternal work - Exposed on wall : As per DSR No-18.10.1
15
266
3990
... More
Providing and fixing 20 mm dia. nominal bore G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. linternal work - Exposed on wall : As per DSR No-18.10.2
10
318
3180
... More
Providing and fixing 32 mm dia. nominal bore G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. linternal work - Exposed on wall : As per DSR No-18.10.4
5
485
2425
... More
Providing and fixing 100 mm sand cast Iron grating for gully trap.. As per DSR No-17.29
4
38
152
... More
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. As per DSR No-17.31
1
1170
1170
... More
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. As per DSR No-18.50.1
4
597
2388
... More
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 . As per DSR No-18.53.1
5
418
2090
... More
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. As per DSR No-18.52.1
2
488
976
... More
Providing and fixing gun metal gate valve 25 mm nominal bore with C.I. wheel of approved quality (screwed end) : : As per DSR No-18.17.1
2
453
906
... More
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : : As per DSR No-18.52.1
2
488
976
... More
Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. As per DSR No-18.48
500
8
4000
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