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Tender Value
₹1.5 L
EMD Value
₹3,050
Closing Date
16 Jun 2026, 5:00 pm
Executive Engineer
EE JSV Mandi
C/O RCC Protection 1 No and Providing Laying Jointing and Testing of GI pipe LG 65mm dia from 0 to 620 620 Rmt for Source to Storage Tank
2026_HPIPH_135942_1
6687-6786
Open Tender
Civil Works
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹3,050
6 Jun 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations trenches etc in all kinds of soil such as pick jumper work blasting and chiselling soft / hard rock where blasting is prohibited in all leads and lifts i/c trimming & dressing of side levelling of bed stacking the excavated soil in 15 Cm layers when required in to Plinth sides of foundations etc including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting timbering & dewatering where ever required complete in all respect as per the direction & to the entire satisfaction of Engineer in Charge in all leads and lifts. | |||||
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in foundation and plinth in all leads and lifts. | 0.34 | Cum | - | - |
| 3 | Providing and laying in position reinforcement cement concrete 1 :1½ :3 mix (1 cement: 12 sand ) :3 graded stone aggregate 20mm nominal size) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: Foundation footings bases of columns and the like, and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. | 0.25 | Cum | - | - |
| 3.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering. huttering, fir ishing and reinforcement 1:1.5:3 (1) cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts. | 1.04 | Cum | - | - |
| 3.02 | 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, excluding the entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. | 0.17 | Cum | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts. | 90.3 | Kg | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform in all leads and lifts. | 1.49 | Sqm. | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts. | 13.8 | Sqm. | - | - |
| 7 | Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts.65 mm dia (L). | 620 | Rmt. | - | - |
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