Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Eprocure
Opening Date19 Jul 2024
Closing Date1 Aug 2024
Tender Amount₹ 1,54,70,018
Costs
EMD
₹ 3,09,500Document Cost
₹ 2,730Tender Fee
Refer Documents
Summary
Development Work For 7percent Abadi Of Pocket- J3 And K1 In Sector-25 Yeida
Description
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Contact
Tender Id
2024_YEIDA_938836_16Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/921 DT-12/07/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Supplying and stacking at site. 90 mm to 45 mm size stone aggregate UPPWD SOR 2020/ DAR-18/1 6.3. 1/P-240
442.31
1260871
2850.65
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate UPPWD SOR 2020/ DAR-18/1 6.3.2/P-240
316.52
919205
2904.1
Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate UPPWD SOR 2020/ DAR-18/1 6.3.3/P-240
310.96
922929
2968
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening! binding material to fill up interstices of coarse aggregate watering and compacting to the required density. UPPWD SOR 2020/ DAR-18/16.4/P-240
1069.79
407643
381.05
Supplying and stacking of Morrum at site. UPPWD SOR 2020/ DAR-18/16.3.10/P-240
213.95
628039
2935.45
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 UPPWD SOR 2020/ DAR-18/16.7.1
1178.3
164903
139.95
Providing and applying Tack coat on prepared surface with bitumen VG-10 in boiler and spraying the emulsion with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 6 Kg Of bitumen for 10 sqm. UPPWD SOR 2020/ AR/YEIDA
3295.83
40373
12.25
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Based on UPPWD SOR 2020/AR/YEIDA
3295.83
677622
205.6
Drain Work - Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). UPPWD SOR-18 / 4.1.8
143.97
837905
5820
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
356.54
64765
181.65
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2048.01
687209
335.55
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
16.8
6490
386.35
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls.
23.25
13025
560.25
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable. All Work upto Plinth Level.
312.21
2450739
7849.65
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars
30635.34
2829173
92.35
Sewer Work - Excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from centre of trenches.(YEIDA) 0.00-1.50 M. for 150mm dia
952.09
69312
72.8
Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia. 250mm dia. Based on UPPWD SOR 2020/D.A.R./ 2018/19.6.3
1093.45
646885
591.6
Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia. 250mm dia Based on UPPWD SOR 2020/
57
40341
707.75
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia.
1093.45
404029
369.5
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia.
57
21426
375.9
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia. R.C.C. pipe
100
31775
317.75
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved.Based on UPPWD SOR 2020/
88.5
19301
218.1
Constructing brick masonary circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on UPPWD SOR 2020/D.A.R./ 2018/19.9.1.1
41
396582
9672.75
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Based on UPPWD SOR 2020/D.A.R./ 2018/ 19.16
123
38935
316.55
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation M150. Based on UPPWD SOR 2020/D.A.R-18/18.33.1
25
168526
6741.05
Water Supply Work - Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move)
944.7
68774
72.8
Providing, laying and jointing & testing of SI marked PVC pipe (Finolex, Kissan, Supreme or equivalent make- ring fit as per IS: 4985: 2000) of following dia 6kg/Sqcm. including all specials & fitting etc. as required for proper completion of work. (The contractor has to arrange the source of water and require head for testing). (Analysed rate). 110mm dia
109.15
30986
283.89
90mm dia
1150.45
259783
225.81
Providing and fixing C.l. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) 80mm dia
2
10804
5402.34
Providing and fixing C.l. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (t3he tail pieces if required will be paid separately): 80mm dia
2
6399
3199.53
100mm dia
1
3335
3335.6
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
3
20223
6741.05
Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. 15 mm dia nominal bar
80
13678
170.98
Providing and fixing G.l. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm dia nominal bar
20
4715
235.75
Providing and fixing brass ferrule with C.l. mouth cover including boring and tapping the main: 15 mm dia nominal bar.
20
5243
262.15
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