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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance CONTR VILLAGE BIHALI PO LARJI TEHSIL SAINJ DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172002 | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance | ₹5.2 L | L2 | Admitted-Finance |
| 3 | L3₹5.3 LAdmitted-Finance | ₹5.3 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bishan Dass L3 | Pratap singh L2 | MOHAN LAL L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc,.in earth work lift upto 1.50 mtr.stacking the excavated soil not more than 3 mtr.clear from the edge of excavation and returning the stacked soil into plinth sides of foundation,consolidating each deposited layer by ramming and watering and disposing of all excavated earth as directed within lead of 20 mtrs. | 201.1 | Cum | 620 ₹1.2 L | 610 ₹1.2 L | 600 ₹1.2 L |
| 2.00Providing , laying and jointing PP-R (Polypropylene randomcopolymer) pipe UV stablized and antimicroble fusion welded having thurmal stability for hot & cold water supply including all PP-R plain and brass threaded polypropylene random fittings complete ISI 15801-2010 & testing of joint complete in all leads and lifts as per direction of the engineer-in -charge. | ||||||
| 2.01 | 20 mm dia PN16 / SDR 7.4 Monolayer | 2,400 | Rmt | 170 ₹4.1 L | 165 ₹4.0 L | 160 ₹3.8 L |
Tender Value
₹4.0 L
EMD Value
₹8,087
Closing Date
27 Dec 2025, 11:00 amClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- Providing Laying Jointing and testing of PPR pipes line from source Naganal to Village Barnagi Under BASP) BSP /2024/401dated 15-03-2025.
2025_HPIPH_123838_4
NIT No. 11339-11438 Dated - 18/12/2025
Open Tender
Civil Works
60 days
Banjar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹8,087
3 Jan 2026
18 Dec 2025
27 Dec 2025
18 Dec 2025
27 Dec 2025
18 Dec 2025
Amount
Excavation in foundation trenches etc,.in earth work lift upto 1.50 mtr.stacking the excavated soil not more than 3 mtr.clear from the edge of excavation and returning the stacked soil into plinth sides of foundation,consolidating each deposited layer by ramming and watering and disposing of all excavated earth as directed within lead of 20 mtrs.
Providing , laying and jointing PP-R (Polypropylene randomcopolymer) pipe UV stablized and antimicroble fusion welded having thurmal stability for hot & cold water supply including all PP-R plain and brass threaded polypropylene random fittings complete ISI 15801-2010 & testing of joint complete in all leads and lifts as per direction of the engineer-in -charge.
20 mm dia PN16 / SDR 7.4 Monolayer
Pratap singh (BID ID -601023)
Bishan Dass (BID ID -601026)
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