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Tender Value
₹4.6 L
EMD Value
₹9,300
Closing Date
3 Oct 2026, 11:00 am6d left
Executive Engineer Jal Shakti Division Matiana
O/O Executive Engineer Jal Shakti Division Matiana
R/R damages by C/O source intake and providing laying and jointing of HDPE pipe of various dia at various RDs
2026_HPIPH_144478_1
JSV-Matiana-2026-8662-8711 Dated 26.09.2026-1
Open Tender
Repair and Maintenance Works
Item Rate
180 days
Matiana/ Shilaroo
Please refer Tender documents.
5 documents required · 5 mandatory
₹350
EE Matiana
₹9,300
26 Sept 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting sofr/hard rock or chaselling soft/hard rock where blasting is prohibiated in all lifts including triming and dressed of sides, levelling of beds to corrects grades including shoring, shuttring, planking, timbering where ever required, stacking the usable/servisable material/soil separately complete in all respect with in all leads and lift as per the direction of Engineer-in Charge | 17.16 | Cum | - | - |
| 2 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed as per the direction and to the entire satisfaction on the of Engineer-in Charge. | 0.45 | Cum | - | - |
| 3 | Excavation in foundation, trenches,etc. in earth work lift upto 1.5 mtrs. stacking the excavated soil not more than 3 mtrs. away from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinth and side of foundations, consolidation each deposited layer by remaining, watering and then disposed of all surples exacavated earth as directed within a leade of 20 meters in pick jumper workcomplete in all respect and to the entire satisfaction of the Engineer-in-charge. | 265.2 | Cum | - | - |
| 4 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. | 0.34 | cum | - | - |
| 5Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- | |||||
| 5.01 | Foundation and plinth. | 0.34 | Cum | - | - |
| 5.02 | Walls (any thickness) but not less than 0.1 m thickness)attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level. | 0.57 | Cum | - | - |
| 5.03 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level | 0.14 | Cum | - | - |
| 6 | Providing Tor steel reinforcement for R.C.C work including bending, binding & placing in position complete upto floor two level including carriage of material with in all leads and lifts as per the direction of Engineer-in-charge. | 55.54 | Kg | - | - |
| 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:- | |||||
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