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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-Finance V P O SEHAL TEHSIL BAIJNATH DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | ₹1.2 Cr | L2 | Rejected-Finance Rates are not reasonable |
| 3 | L3₹1.2 CrRejected-Finance VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹1.2 Cr | L3 | Rejected-Finance rates are not reasonable |
| Sl No | Description | Qty | Unit | GANTANTAR THAKUR L1 | AMIT CHOUDHARY L3 | SUNNY KAPOOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work pick work, jumper work, blasting prohibited bailing or pumping out water dewatering upto all liofts and depth Stacking the excavated soil not more than 3mtr clear from the edge of the of excavation and then returen the stacked soil in 15cm layers when required into plinth of foundation etc.consolidating each deposited layer by ramming watering and then disposing of all surplus exacavated earth as directed by the Engineer-in-Charge. | 2,236.44 | Cum | 830 ₹18,56,245.2 | 840 ₹18,78,609.6 | 835 ₹18,67,427.4 |
| 2.00 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth complete in all leads and lift as specification and direction of the engineer-in-charge. | 30.64 | Cum | 8,500 ₹2,60,440 | 8,530 ₹2,61,359.2 | 8,525 ₹2,61,206 |
| 3.00Providing and laying cement concrete using concrete mix of " M-30 " but not less than 1:1.5:3 and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. | ||||||
| 3.01 | Foundation & plinth base of column and like mass concrete. | 50.7 | Cum | 10,600 ₹5,37,420 | 10,800 ₹5,47,560 | 10,700 ₹5,42,490 |
| 3.02 | In wall any thickness i/c attached, buttresses,pillasters & their caps & bases &string courses etc.upto floor two level. | 76.68 | Cum | 10,800 ₹8,28,144 | 10,950 ₹8,39,646 | 10,900 ₹8,35,812 |
| 3.03 | In suspended floor, roofs, landing & shelves & their suport balconies, beams, gorder bressumer and cantilevers uotp floor two level | 43.71 | Cum | 10,900 ₹4,76,439 | 11,000 ₹4,80,810 | 10,925 ₹4,77,531.75 |
| 4.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in | ||||||
| 4.01 | Flat surface such as soffits of suspended floors roofs, landing and the like. | 48.92 | Sqm | 750 ₹36,690 | 760 ₹37,179.2 | 755 ₹36,934.6 |
| 4.02 | Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like. | 960.52 | Sqm | 490 ₹4,70,654.8 | 515 ₹4,94,667.8 | 500 ₹4,80,260 |
| 5.00 | Providing and fixing of Mild steel/Tor steel reinforcement for rcc work including bending, binding & placing in position complete upto floor two level complete in all leads and lift as specification and direction of the Engineer-in-charge. | 10,268.22 | Kg | 106 ₹10,88,431.32 | 108 ₹11,08,967.76 | 107 ₹10,98,699.54 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
19 Jan 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Baijnath District Kangra HP
Construction of Manhole chambers and Providing Laying Jointing and Testing of DI pipe of 150mm dia 2189 Rmt and 200mm dia 220 Rmt for Zone1 and 2
2026_HPIPH_125342_1
13109-60 dated 08-01-2026
Open Tender
Pipe Laying Works
365 days
Baijnath
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer
₹2.0 L
Baijnath
19 Jun 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
16 Jan 2026
Excavation in foundation trenches etc. in earth work pick work, jumper work, blasting prohibited bailing or pumping out water dewatering upto all liofts and depth Stacking the excavated soil not more than 3mtr clear from the edge of the of excavation and then returen the stacked soil in 15cm layers when required into plinth of foundation etc.consolidating each deposited layer by ramming watering and then disposing of all surplus exacavated earth as directed by the Engineer-in-Charge.
Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth complete in all leads and lift as specification and direction of the engineer-in-charge.
Providing and laying cement concrete using concrete mix of " M-30 " but not less than 1:1.5:3 and curing complete excluding the cost of form work foundation and plinth in all leads and lifts.
Foundation & plinth base of column and like mass concrete.
In wall any thickness i/c attached, buttresses,pillasters & their caps & bases &string courses etc.upto floor two level.
In suspended floor, roofs, landing & shelves & their suport balconies, beams, gorder bressumer and cantilevers uotp floor two level
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in
Flat surface such as soffits of suspended floors roofs, landing and the like.
Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like.
Providing and fixing of Mild steel/Tor steel reinforcement for rcc work including bending, binding & placing in position complete upto floor two level complete in all leads and lift as specification and direction of the Engineer-in-charge.
Applying Cement slury on R.C.C. slab or Cement concrete work including roughening cleaninig of the concerete surfaces complete in all leads and lift as specification and direction of the engineer-in-charge.
Providing Laying, Jointing & Testing of DI pipe (Ductile Iron Pressure Pipe) spigot and socketed pipe with CML ( SBR tyton push on joints) confirming to IS 8329-2900 Class K-7 dimensions weight and test pressures with upto date ammendments or addition including Rubber Gasket & all necessary fitting and material use for jointing of DI pipe complete in all respect within all leads and lift as per the direction and entire satisfaction to the Engineer-in-charge.
150mm dia
200mm dia
Providing and Jointing of Tyton (Push on Joint) to Ductile iron pipe and fitting i/c testing of the joint, cost of rubber gasket (EDPM Quality) confirming to IS 3382 (Latest edition/ammendments) complete in all repect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
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