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Tender Value
₹13.1 L
EMD Value
₹26,150
Closing Date
28 Aug 2026, 1:00 pm5d left
Executive Engineer
Jal Shakti Sub Division Rajgarh
SH C.I Sluice valve, Providing, Laying, Jointing and Testing of GI pipe 50 mm dia and construction of intake chamber at source for GWSS Jadol Taproli
2026_HPIPH_141747_2
6603-6702 dated 14-08-2026
Open Tender
Civil Construction Goods
Item Rate
180 days
Rajgarh
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹26,150
Yes
22 Aug 2026
22 Aug 2026
28 Aug 2026
22 Aug 2026
28 Aug 2026
22 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | 337.5 | Cum | - | - |
| 2Providing,Laying, Jointing and testing in trenches galvanized mild steel tubes (Light grade) confirming to IS-1239 (Part-1) 2004 i/e tube fitting such as tees, bends, unions etc following dia metres of GMS pipes ( Earth work to be measured and paid for separately ) including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge. | |||||
| 2.01 | 50 mm (L) | 900 | Rmt | - | - |
| 3 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. | 2.89 | Cum | - | - |
| 4 | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 0.43 | Cum | - | - |
| 5Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 5.01 | Foundation and plinth including entire carriage of material upto all leads and lifts. | 0.58 | Cum | - | - |
| 5.02 | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. | 0.96 | Cum | - | - |
| 6 | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. | 0.18 | Cum | - | - |
| 7Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring,shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||||
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