Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date19 Mar 2024
Closing DateCancelled
Tender Amount₹ 4,63,11,490
Costs
EMD
₹ 9,27,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YEIDA_919334_4Tender No
YEA/GM(PROJECT)/2024/905 DT-15/03/2024Tender 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
1231.41
3510318
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
879.84
2555143
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
863.68
2563402
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
2974.93
1133597
381.05
Supplying and stacking of Morrum at site. UPPWD SOR 2020/ DAR-18/16.3.10/P-240
691.43
2029658
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
3425
479328
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
9154
111678
12.2
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
9154
1877027
205.05
Earth work in excavation in orninary soil in all type of foundation trenches including dressing of sides and ramming of bottoms lift upto 1.5 M including getting out the excavated soil and the disposal of surplus excavated soil as directed within a lead of 50 M
259.2
18869
72.8
Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm Np3 pipe(AR/YEIDA)
192
135888
707.75
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 F.P.S. bricks UPPWD SOR 2020/ DAR-18/18.36.1
30
202231
6741.05
Drain 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.(GNIDA)
640.69
46642
72.8
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). DSR-18 / 4.1.8
323.12
1880558
5820
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
1021.2
185500
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.
7462.57
2504065
335.55
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
61.8
23876
386.35
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls.
67.1
37592
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.
1011.65
7941098
7849.65
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars
99299.91
9170346
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
2438.66
177534
72.8
1.50 - 3.00 M. B.G.L.
116.07
10190
87.8
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
2437.61
1442090
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/
148.1
104817
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.
2369.07
875371
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.
141.66
53249
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
420
133455
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/
371.7
81067
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
107
1034984
9672.75
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith burnt clay bricks of class designation 150
35.16
171934
4890.05
Constructing brick masonary circular type manhole 1.22m 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. 1.22 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 / 19.11.1.1
30
551940
18398
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With burnt clay bricks of class designation 150. Based on UPPWD SOR 2020/D.A..R./ 2018 / 19.12.1.1
6.89
43452
6306.65
Constructing brick masonary circular type manhole 1.52m 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. 1.52 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 / 19.13.1.1
16
619589
38724.35
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With burnt clay bricks of class designation 150. Based on UPPWD SOR 2020/
2.94
43903
14933
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
734
232347
316.55
Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 150mm dia.
420
133455
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- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.
371.7
81067
218.1
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
105
707810
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)
2335.5
170024
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
982
278779
283.89
90mm dia
2132
481426
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
4
12798
3199.53
100mm dia
2
6671
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
8
53928
6741.05
Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. 15 mm dia nominal bar
420
71811
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
105
24753
235.75
Providing and fixing brass ferrule with C.l. mouth cover including boring and tapping the main: 15 mm dia nominal bar.
105
27525
262.15
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