Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 28,440Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Estimate For Laying Pipeline Connecting Village Pond Of Mohanpur From Rd 8.510/l Of Tankri Disty.
Description
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Contact
Tender Id
2024_HRY_419367_1Tender No
202406383322 3E04 40D3 B040 735F9F5AC137137IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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BOQ Items
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HSR Item 9.57.1-Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1. 75 mm diameter
10
121
1210
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HSR Item 22.158.2-Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 2. 150 mm dia pipes
4
72
288
... More
HSR Item 11.5.2-12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand)
138.17
126
17408.92
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HSR Item 6.1.4-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
38.1
2911
110909.1
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HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
37.33
2442
91167.19
... More
HSR Item 6.1.2-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
23.26
3476
80837.86
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HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
76.25
155
11818.75
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HSR Item 10.77-Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
228.6
637
145618.2
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HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
59.33
4128
244922.5
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HSR Item 17.70-Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.
381
26
9906
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HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more
132.68
66
8756.88
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HSR Item 22.162.3.1-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 3.1. 150 mm diameter Class I
1
7720
7720
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HSR Item 22.175.1-Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : 1. With common burnt clay non-modular bricks of class designation 7.5
1
8708
8708
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HSR Item 22.159.2-Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 2. 150 mm dia C.I. Double Flanged Pipe
30
1942
58260
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HSR Item 17.71-Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504
152.4
66
10058.4
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HSR Item 4.16.1.3-Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia
326.34
131
42751.06
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HSR Item 4.14.1-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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
2256.84
83
187318.05
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