Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹4.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹4.6 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹4.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.9 LRejected-Finance HIMACHAL PRADESH HP | ₹4.9 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Mohit Khimta L2 | AJAY KUMAR L3 | RAJESH KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water,blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. | 535.5 | Cum | 510 ₹2.7 L | 550 ₹2.9 L | 490 ₹2.6 L |
| 2.00Dismentalling of G.l pipes (light class) in trenches of following diameters including smooth bending by necessary bends or through pipe bending mchine complete as per directions of Engineer - in - charge. | ||||||
| 2.01 | 25mm Dia | 250 | Rmt. | 37 ₹9,250 | 40 ₹10,000 | 35 ₹8,750 |
| 2.02 | 32mm Dia | 150 | Rmt. | 39 ₹5,850 | 40 ₹6,000 | 35 ₹5,250 |
| 2.03 | 40mm Dia | 180 | Rmt. | 42 ₹7,560 | 41 ₹7,380 | 45 ₹8,100 |
| 3.00Relaying in trenches dismentalled GMS tube tube fitting and jointing complete (earth work in trenches to be measured and paid for separately) and asper thedirection of the Engineer-in-charge. | ||||||
| 3.01 | 25mm Dia | 250 | Rmt. | 39 ₹9,750 | 40 ₹10,000 | 35 ₹8,750 |
| 3.02 | 32mm Dia | 150 | Rmt. | 39 ₹5,850 | 42 ₹6,300 | 35 ₹5,250 |
| 3.03 | 40mm Dia | 180 | Rmt. | 42 ₹7,560 | 44 ₹7,920 | 45 ₹8,100 |
| 4.00Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | ||||||
Tender Value
₹5.2 L
EMD Value
₹10,400
Closing Date
17 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Restoration of rain damages of LWSS/GWSS Saraswati Nagar in GP Sawra Tehsil Jubbal Distt Shimla HP SH Desmantelling and relaying of GI Pipes of various diameter providing and laying of new pipes of various diameter providing and fixing of GI pipe fit
2026_HPIPH_130490_2
JBL-SML-09-718
Open Tender
Civil Works
30 days
Saraswatinagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹10,400
7 Apr 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water,blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge.
Dismentalling of G.l pipes (light class) in trenches of following diameters including smooth bending by necessary bends or through pipe bending mchine complete as per directions of Engineer - in - charge.
25mm Dia
32mm Dia
40mm Dia
Relaying in trenches dismentalled GMS tube tube fitting and jointing complete (earth work in trenches to be measured and paid for separately) and asper thedirection of the Engineer-in-charge.
25mm Dia
32mm Dia
40mm Dia
Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
25.mm dia
32mm dia
Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately).
40mm dia
65mm dia
Providing and replacing of G.I union (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
25mm Dia
32mm dia
40mm dia
50mm dia
Providing and replacing of G.I nipples (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
25mm Dia
32mm dia
40mm dia
50mm dia
Providing and replacing of G.l elbows (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
25mm Dia
32mm dia
40mm dia
50mm dia
Providing and replacing of G.I Tees (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
25mm Dia
32mm dia
40mm dia
50mm dia
Providing and replacing of copper alloy gate valves (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge
25mm Dia
32mm dia
40mm dia
50mm dia
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
technical_192927.pdf
techsummary_192927.pdf
finance_192927.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.66 MB
f6.pdf
Tender Documents • 0.16 MB
tc.pdf
Tender Documents • 0.31 MB
f8.pdf
Tender Documents • 0.71 MB
BOQ_192927.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid