Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Finance | ₹6.5 L | L1 | Admitted-Finance |
| 2 | L2₹6.7 LAdmitted-Finance | ₹6.7 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURAJ KUMAR RATTAN L1 | Uphill Engineers L2 |
|---|---|---|---|---|---|
| 1.00 | Demolition of cutting of matalled bitumenns and concrete road and pucca paver on or below G.L upto 1.50 meter depth including stacking of servicable material and disposal of unservicable material within 20 meter leads and including cutting the necessary reinforcement complete within all leads and lifts as per the direction of Engineer-in-Charge | 167.85 | Cum | 1,750 ₹2.9 L | 1,800 ₹3.0 L |
| 2.00 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 81.43 | Cum | 610 ₹49,672.30 | 650 ₹52,929.50 |
| 3.00Laying, jointing and testing in trenches to be levelled to grade centrifugal cement mortar lined Ductile iron (spun) pressure pipes confirming to BIS 8329-2000 class K-7 suitable for tyton (push on joints) including bends of all degrees, Tees, short piece of required number, cutting pieces, chamfering whereever required (earth work in trenches and cost of joints to be measured and paid seperately) within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 3.01 | 150 milimetre dia. | 220 | Rmt. | 75 ₹16,500 | 80 ₹17,600 |
| 4.00 | Providing, jointing with tyton (push on joints) ductile iron pipe 150mm dia and fitting including testing of the joints cost of rubber gasket(SBR quality) conforming to IS: 12820 (latest edition/ammendements) complete within all leads and lifts as per the direction of Engineer-in-charge. | 15 | Nos | 150 ₹2,250 | 200 ₹3,000 |
| 5.00 | Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 2.36 | Cum | 6,000 ₹14,160 | 6,200 ₹14,632 |
| 6.00Providing and laying cement concrete 1:11/2:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 6.01 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 1.51 | Cum | 9,500 ₹14,345 | 9,600 ₹14,496 |
| 6.02 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | 3.97 | Cum | 9,600 ₹38,112 | 9,700 ₹38,509 |
| 7.00Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- | |||||
Tender Value
₹7.5 L
EMD Value
₹15,010
Closing Date
17 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
Laying, Jointing and Testing of DI pip0e of 150 mm dia and C/O RCC Manhole Chamber near Forties Hospital to existing line TVS main Road Kangra).
2026_HPIPH_133937_1
EE/JSDK/NIT/2026-169-218 dt.10.04.2026
Open Tender
Civil Works
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹15,010
29 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
10 Apr 2026 - 17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolition of cutting of matalled bitumenns and concrete road and pucca paver on or below G.L upto 1.50 meter depth including stacking of servicable material and disposal of unservicable material within 20 meter leads and including cutting the necessary reinforcement complete within all leads and lifts as per the direction of Engineer-in-Charge | |||||
| 2 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 81.43 | Cum | - | - |
| 3Laying, jointing and testing in trenches to be levelled to grade centrifugal cement mortar lined Ductile iron (spun) pressure pipes confirming to BIS 8329-2000 class K-7 suitable for tyton (push on joints) including bends of all degrees, Tees, short piece of required number, cutting pieces, chamfering whereever required (earth work in trenches and cost of joints to be measured and paid seperately) within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 3.01 | 150 milimetre dia. | - | Rmt. | - | - |
| 4Providing, jointing with tyton (push on joints) ductile iron pipe 150mm dia and fitting including testing of the joints cost of rubber gasket(SBR quality) conforming to IS: 12820 (latest edition/ammendements) complete within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 5Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | |||||
| 6Providing and laying cement concrete 1:11/2:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 6.01 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | - | Cum | - | - |
| 6.02 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | - | Cum | - | - |
| 7Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- | |||||
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 1.86 MB
Termandconditions.pdf
Tender Documents • 0.39 MB
BOQ_198020.xls
BOQ • 0.26 MB
Form6and8.pdf
Tender Documents • 0.71 MB
Download all tender documents and submit your bid