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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹4.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not eligible as per NIT Conditions |
| Sl No | Description | Qty | Unit | Manoj Kumar L1 | Rajinder Kumar Thakur L2 | Dharam Pal L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting is prohibited saturated soil including bailing/pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts | 584.59 | Cum | 440 ₹2,57,219.6 Lowest | 460 ₹2,68,911.4 | 480 ₹2,80,603.2 |
| 2.00 | Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80 class PN-4.00 and jointing the pipes through push type compression joints by hydraulically operated machine complete with butt (heat) fusion welded joints with necessary fittings such as bends, tees, reducers etc, fabricated in accordance with IS: 8360 and IS: 8008 with latest amendements and shall be provided as per site conditions. The flanging of the pipes shall be made as and where required conforming to IS: code 8008 and 7634, stud ends shall be fussion welded on pipes & flanges shall be provided with slip on covered by epoxy coating/plastic powder. The flanges should be conform to ANSI B 16.5 with necessary nuts and bolts (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | - | - | - | - | - |
| 2.01 | 110mm dia HDPE pipe PE-80 PN-4.00 | 800 | Rmt | 52 ₹41,600 Lowest | 65 ₹52,000 | 80 ₹64,000 |
| 2.02 | 125mm dia HDPE pipe PE-80 PN-4.00 | 300 | Rmt | 56 ₹16,800 Lowest | 70 ₹21,000 | 90 ₹27,000 |
| 2.03 | 140mm dia HDPE pipe PE-80 PN-4,00 | 130 | Rmt | 58 ₹7,540 Lowest | 75 ₹9,750 | 110 ₹14,300 |
| 3.00 | Providing and laying cement concrete 1:3.6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of the Engineer-in-charge | 0.94 | Cum | 8,000 ₹7,520 Lowest | 8,300 ₹7,802 | 8,500 ₹7,990 |
| 4.00 | Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | - | - | - | - | - |
| 4.01 | Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge. | 0.94 | Cum | 9,200 ₹8,648 Lowest | 9,300 ₹8,742 | 10,500 ₹9,870 |
| 4.02 | Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge | 2.29 | Cum | 9,700 ₹22,213 Lowest | 10,000 ₹22,900 | 11,000 ₹25,190 |
| 5.00 | Providing laying of tor steel reinforcement for RCC work including bending binding cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge. | 145.35 | P/Kg | 92 ₹13,372.2 Lowest | 110 ₹15,988.5 | 130 ₹18,895.5 |
Tender Value
₹4.0 L
EMD Value
₹8,055
Closing Date
31 Jul 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Laying Jointing and testing of HDPE pipe and C/o RCC outlets)
2026_HPIPH_139631_1
NIT 5267-5366 dt 21.07.2026
Open Tender
Repair and Maintenance Works
Item Rate
60 days
Jukhala
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
Yes
₹8,055
Yes
6 Aug 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting is prohibited saturated soil including bailing/pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts | 584.59 | Cum | 100 | ₹58,459 |
| 2 | Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80 class PN-4.00 and jointing the pipes through push type compression joints by hydraulically operated machine complete with butt (heat) fusion welded joints with necessary fittings such as bends, tees, reducers etc, fabricated in accordance with IS: 8360 and IS: 8008 with latest amendements and shall be provided as per site conditions. The flanging of the pipes shall be made as and where required conforming to IS: code 8008 and 7634, stud ends shall be fussion welded on pipes & flanges shall be provided with slip on covered by epoxy coating/plastic powder. The flanges should be conform to ANSI B 16.5 with necessary nuts and bolts (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | - | - | 100 | - |
| 2.01 | 110mm dia HDPE pipe PE-80 PN-4.00 | 800 | Rmt | 100 | ₹80,000 |
| 2.02 | 125mm dia HDPE pipe PE-80 PN-4.00 | 300 | Rmt | 100 | ₹30,000 |
| 2.03 | 140mm dia HDPE pipe PE-80 PN-4,00 | 130 | Rmt | 100 | ₹13,000 |
| 3 | Providing and laying cement concrete 1:3.6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of the Engineer-in-charge | 0.94 | Cum | 100 | ₹94 |
| 4 | Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | - | - | 100 | - |
| 4.01 | Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge. | 0.94 | Cum | 100 | ₹94 |
| 4.02 | Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge | 2.29 | Cum | 100 | ₹229 |
| 5 | Providing laying of tor steel reinforcement for RCC work including bending binding cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge. | 145.35 | P/Kg | 100 | ₹14,535 |
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