Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-AOC N A | PALWAL | HARYANA | 121004 | ₹2.2 L | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹2.7 LRejected-Finance | ₹2.7 L | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹2.7 LRejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹2.7 L | 3 | Rejected-Finance Due to L3 |
| 4 | 4₹4.1 LRejected-Finance | ₹4.1 L | 4 | Rejected-Finance Due to L4 |
| Sl No | Description | Qty | Unit | Ram Ji Dass L4 | Ajay Kumar Bassi L1 | Anil Kumar L3 | Ritesh Kumar Prop Shiva Elect L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work) | 354 | Cum | 450 ₹1.6 L | 160 ₹56,640 | 180 ₹63,720 | 180 ₹63,720 |
| 2.00Laying/Jointing andtesting of HDPE pipes of following diameters & classes confirming to IS 9894-1995 , with fusion welding process i/c all necessary fitting and bends etc. (Earth work in trenches to be measured and paid for sepreately) within all leads and lifts as per the direction of Engineer-in-Charge. | |||||||
| 3.00 | 110 mm dia | 150 | Mtr | 70 ₹10,500 | 40 ₹6,000 | 50 ₹7,500 | 60 ₹9,000 |
| 4.00 | 140 mm dia | 100 | Mtr | 80 ₹8,000 | 45 ₹4,500 | 60 ₹6,000 | 70 ₹7,000 |
| 5.00 | 160 mm dia | 450 | Mtr | 90 ₹40,500 | 50 ₹22,500 | 65 ₹29,250 | 80 ₹36,000 |
| 6.00 | 180 mm dia | 650 | Mtr | 110 ₹71,500 | 59 ₹38,350 | 100 ₹65,000 | 80 ₹52,000 |
| 7.00Pdg. and fixing C.I. alfa valve confirming to relevent codes & specification of the following diameter complete in all respect as per the | |||||||
| 8.00 | 110 mm dia | 1 | Nos | 750 ₹750 | 550 ₹550 | 500 ₹500 | 350 ₹350 |
| 9.00 | 140 mm dia | 1 | Nos | 850 ₹850 | 650 ₹650 | 700 ₹700 | 350 ₹350 |
| 10.00 | 160 mm dia | 3 | Nos | 950 ₹2,850 | 700 ₹2,100 | 800 ₹2,400 | 550 ₹1,650 |
Tender Value
₹4.2 L
EMD Value
₹8,445
Closing Date
14 Jul 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
Improvement of distribution system Excavation for Laying Jointing and testing of HDPE pipe and C/O 9 Nos Additional outlets
2025_HPIPH_109384_1
EE-JSD-Amb-Tender 14.07.2025-Job-2
Open Tender
Civil Works
Amb
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE JSD Amb
₹8,445
29 Dec 2025
4 Jul 2025
14 Jul 2025
4 Jul 2025
14 Jul 2025
4 Jul 2025
Amount
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work)
Laying/Jointing andtesting of HDPE pipes of following diameters & classes confirming to IS 9894-1995 , with fusion welding process i/c all necessary fitting and bends etc. (Earth work in trenches to be measured and paid for sepreately) within all leads and lifts as per the direction of Engineer-in-Charge.
110 mm dia
140 mm dia
160 mm dia
180 mm dia
Pdg. and fixing C.I. alfa valve confirming to relevent codes & specification of the following diameter complete in all respect as per the
110 mm dia
140 mm dia
160 mm dia
180 mm dia
Providing and laying cement concrete 1:4:8( 1 cement 4 sand:8graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and material within all leads and lifts as per the direction of the Engineer-in-Cahrge plinth including carriage of materials within all leads and lifts.
Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 sand) using first class bricks and including carriage of materials with in all leads and lifts.
40mm thick Cement concrete flooring 1 :2:4(1 cement:2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per thesize)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of engineer-in-Charge.
15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge.
Ritesh Kumar Prop Shiva Elect (BID ID -534316)
Anil Kumar (BID ID -534456)
Ram Ji Dass (BID ID -534402)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid