Panchayati Raj Department Tender
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Panchayati Raj Department - PRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 6,76,726.67 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 13,700Document Cost
₹ 236Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPPRD_985803_31Tender No
5438/ZP/NIRMAN-E-TENDER/24-25Tender Authority
Panchayati Raj Department ViewPurchaser Address
-Website
http://http://panchayatiraj.up.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
b)150mm diameter PVC Pipe.
105
867
91054.85
... More
P.V.C.150 mm dia 6kg/sq.cm
105
850
89250
... More
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 ) , i/c 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 :
10
8983
89838.6
... More
Extra for depth for manholes
0.7
6486
4540.66
... More
105/150
1
-
-
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Recharge Pit
1
-
-
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Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides of ramming of bottoms, lift upto 1.5 m incuding getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m.
1
-
-
... More
Up to 1.50 mt depth
9.38
135
1265.63
... More
Up to 1.50 mt depth
9.38
158
1481.25
... More
Up to 1.50 mt depth
9.38
181
1696.88
... More
Up to 1.50 mt depth
6.56
204
1338.75
... More
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)
2.88
5006
14394.61
... More
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)
2.92
5006
14624.92
... More
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 :
1
-
-
... More
5.55-0.15-3.0+0.3
23.3
6692
155943.4
... More
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
-
-
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As in item 6 above but for slab M20
1.94
8456
16444.84
... More
Fram Work
7.56
681
5154.06
... More
M.S. Work in R.C.C.
1
-
-
... More
qty sm item no.4*1.5*0.785
2.29
6700
15341.66
... More
Boring/drilling bore well of required dia for casing/ strainer pipe, by
suitable method prescribed in IS: 2800 (part I), including collecting
samples from different strata, preparing and submitting strata chart/
bore log, including hire & running charges of all equipments, tools,
plants & machineries required for the job, all complete as per direction
of Engineer-in-charge, upto 90 metre depth below ground level.
1
-
-
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300 mm dia
60
520
31211.4
... More
Supplying, assembling, lowering and fixing in vertical position in bore
well unplasticized PVC medium well screen (RMS) pipes with ribs,
conforming to IS: 12818, including hire & labour charges, fittings &
accessories etc. all complete, for all depths, as per direction of
Engineer-in-charge.
1
-
-
... More
100 mm nominal size dia
20
504
10092.2
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Supplying, filling, spreading & leveling coarse sand of size range 1.5
mm to 2 mm in recharge pit, in required thickness over gravel layer,
for all leads & lifts, all complete as per direction of Engineer -incharge.
3.23
1130
3647.12
... More
Supplying, filling, spreading & leveling gravels of size range 5 mm to
10 mm, in the recharge pit, over the existing layer of boulders, in
required thickness, for all leads & lifts, all complete as per direction
of Engineer-in-charge.
3.23
1130
3647.12
... More
Supplying, filling, spreading & leveling stone boulders of size range
5 cm to 20 cm, in recharge pit, in the required thickness, for all leads
& lifts, all complete as per direction of Engineer-in-charge..
3.23
1109
3579.67
... More
Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.
1
-
-
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All kinds of soil
1
-
-
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Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.
30
258
7764.91
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Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.
1
-
-
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Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
1
-
-
... More
100mm diameter
10
326
3260.46
... More
150mm diameter
20
511
10228.26
... More
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design
1
-
-
... More
100mm dia SW pipe
10
709
7090.91
... More
150mm dia SW pipe
20
867
17343.8
... More
150mm dia SW pipe
1
-
-
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Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design
1
-
-
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150 x 100 mm size P type
1
-
-
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With Sewer bricks conforming to IS : 4885
3
2009
6028.91
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With Sewer bricks conforming to IS : 4885
1
-
-
... More
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.
1
-
-
... More
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.
1
-
-
... More
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).
1
-
-
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With FPS bricks of class designation 150
1
-
-
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(i) For Sewer Line
5
9386
46931.77
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