Uttar Pradesh Small Industries Corporation Limited Tender
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Uttar Pradesh Small Industries Corporation Limited Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 1,22,07,280
Costs
EMD
₹ 1,22,100Document Cost
₹ 2,885Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MSME_971388_5Tender No
1301/SE1/24-25Tender Authority
Uttar Pradesh Small Industries Corporation Limited ViewPurchaser Address
-Website
http://http://www.upmsme.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.As per Analysis
200.49
5559
1114664.25
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(5.22.6)
5705
79
452233.92
Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sab bas with approve grade cement @ 350 kg per cum, coars and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix desing, transported to site,laid with a fixid form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction expansion, contraction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.As per Analysis
334.15
9153
3058541.78
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 color design and pattern.DSR(16.91.2)
740.16
802
593795.21
CONSTRUCTION OF R.C.C DRAIN
-
-
-
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
193.32
191
36985.98
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)
65.16
5006
326244.39
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR(5.9.2)
1444.8
619
894677.95
Suspended floors, roofs, landings, balconies and access platform.DSR(5.9.3)
57.6
681
39256.13
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 de rived from natural sources)DSR(5.1.2)
183.4
6648
1219358.74
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(5.22.6)Taken 1.00% of RCC Qty
14396.9
79
1141242.26
CONST. OF B/WALL OF PARK
-
-
-
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 .A/R
627.92
322
202698.19
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
136.62
191
26138.21
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)
23.64
5006
118361.22
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)
30.63
5417
165935.81
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand)DSR(6.4.1)
53.44
6868
367031.12
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)
38.72
288
11160.28
Lintels, beams, plinth beams, girders, bressumers and cantilevers.DSR(5.9.5)
114.24
541
61832.86
Columns, Pillars, Piers, Abutments, Posts and Struts.DSR(5.9.6)
84.72
706
59859.38
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 :
-
-
-
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)DSR(5.1.3)
26.63
6308
168017.58
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)DSR(5.2.2)
8.89
7976
70914.8
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR(5.22.6)
2962.96
79
234873.1
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 coarse sand)DSR(13.4.1)
666.57
262
175074.61
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)
666.57
85
57272.69
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.DSR(10.2)
220.5
98
21668.42
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufactureDSR.(13.48.3)
12.6
125
1580.85
CONSTRUCTION OF R.C.C CULVERT
-
-
-
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR(2.8.1)
16
191
3061.12
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)
2.4
5006
12016.37
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR(5.9.2)
41.5
619
25698.46
Suspended floors, roofs, landings, balconies and access platform. DSR(5.9.3)
15.7
681
10700.02
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 de rived from natural sources)DSR(5.1.2)
9.6
6648
63826.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR(5.22.6)
-
-
-
Taken 1.50% of RCC Qty
1130.4
79
89606.81
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)DSR(6.4.1)
0.59
6868
4052.18
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 coarse sand)DSR(13.4.1)
4.34
262
1139.9
Less 18.0% G S T
1
642488
-642488.38
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