Jila Nirman Samiti Tender
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Jila Nirman Samiti - JNSJ Tender
Civil And Construction
Bridge Construction
Opening Date5 Sep 2023
Closing Date24 Sep 2023
Tender Amount₹ 84,13,440
Costs
EMD
₹ 81,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
146705Bid Award Id
ViewTender No
146705Tender Authority
Jila Nirman Samiti ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
Plant mix method (with Mechanically crushed stone only)
For Lower Sub-base with
Grading-III Material
820.06
1166950
1423
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
-
-
-
For Sub-base cum drainage layer or upper sub-base with
Grading-V Material
631.06
865814
1372
Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (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 26.5 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 clause 601.)
725.56
1692006
2332
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum.
584.46
2652864
4539
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
205.96
776057
3768
Construction of RCC Drain/Cover/ Chamber
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete ixer,compaction by vibration etc complete as per drawings and technical specifications excluding reinforce-ment.with RCC M-20
638.6
2647635
4146
Construction of RCC Drain/Cover/ Chamber
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
44.7
2516654
56301
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
3099.6
210772
68
Painting on new work (two or more coats) to give an even shade with:
Premium synthetic enamel paint
3.78
177
47
Providing and fixing form work including, centering,shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
2811.01
390730
139
Columns, Pillars, Piers and likes- rectangular or square in shape
18.4
5464
297
Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. 80mm thick Polymer coated coloured precast interlock concrete blocks
660
483120
732
Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
4.62
19233
4163
Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically treated bars FE 415
554.4
30214
54.5
Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
Cement Mortar 1:5 (1 cement : 5 coarse sand)
5.7
18599
3263
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
7.8
943
121
Providing and making 12mm thick cement plaster of mix:
In Cement Mortar 1:5 (1 cement : 5 fine sand)
26.4
2547
96.5
Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
In Cement Mortar 1:5 (1 cement : 5 fine sand)
26.4
2983
113
Painting exterior surface with Gober paint SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm
52.8
4171
79
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 982011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
Double row for two utility service
211.5
216364
1023
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