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Tender Value
₹11.1 L
EMD Value
₹22,248
Closing Date
3 Oct 2026, 11:00 am6d left
JSV Nerwa
EE Nerwa
SH C O RCC S Tanks, Laying and jointing in trenches galvanised mild steel tubes Light grade of various dia. etc. Under PDNA
2026_HPIPH_144265_1
No-JSV-ND-CB-Ten/2026 4406-4455
Open Tender
Civil Works
Item Rate
90 days
EE Nerwa
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
₹22,248
Yes
24 Sept 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | |||||
| 2Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | |||||
| 3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 3.01 | foundation footing and bases of columns & like mass concrete. | - | Cum | - | - |
| 3.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | - | Cum | - | - |
| 4Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. | |||||
| 4.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | - | Cum | - | - |
| 5Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- | |||||
| 5.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | - | Sqm | - | - |
| 5.02 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. | - | Sqm | - | - |
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F6.pdf
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Termsandcondition.pdf
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BOQ_214527.xls
BOQ • 0.31 MB
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