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Tender Value
₹24.4 L
EMD Value
₹49,160
Closing Date
9 Oct 2026, 11:00 am
JSV Nerwa
EE nerwa
SH Improvement of gravity line with circumferential butt welding joints at various RDs and laying jointing with bilt welding to vrious dia of Gi pipes heavy medium class and fabriction common header CO 2 Nos RCC intake chamber and repaoir of S tanks
2026_HPIPH_144650_1
No-JSV-ND-CB-Ten/2026 4578-4627
Open Tender
Civil Works
Item Rate
90 days
EE nerua
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹49,160
Yes
29 Sept 2026
29 Sept 2026
9 Oct 2026
29 Sept 2026
9 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and installation of submersible pump confirming to ISS9034-1976 along with a directy coupled submersible type squrrile cage electric induction motor suitable for operation on 415-+10% volts 3 phase 50 cycles AC supply water lubericated bearing i/c Supply and fixing of control panel complete with sheet and angle iron fabricvated dully painted and complete with intermal wiring and comprising of air break star delta starter complete with GPSM system to operate through mobiles main switch of suitable amperage T.P. Volt meter an meter phase indicate , Supply and fixing of submersible cable sets 6mmsqmt( 50m length ) Providing and fixing of reputed make of 65mm cast Steel double flanged cast steel reflux valve 1 no of various dia. with req. accessaries in 65 mm dia,rope wire 4mm dia suitable to bear the wight of submersible motor pump set and GI pipe etc . suitable for operation on the data given below i/c the cost all accessoreis in all lead lift & carriage of material at site as per direction of Engineer-Incharge. complete with pannel, ( Stage 1st 1X30 HP) | 1 | Set | - | - |
| 2Excavation 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. | |||||
| 3Providing 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. | |||||
| 4Providing 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:- | |||||
| 4.01 | foundation footing and bases of columns & like mass concrete. | - | Cum | - | - |
| 4.02 | 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 | - | - |
| 5Providing & 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. | |||||
| 5.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | - | Cum | - | - |
| 6Providing 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 :- | |||||
| 6.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 138.32 | Sqm | - | - |
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