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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.7 LAccepted-AOC | ₹15.7 L Quoted ₹15.8 L | 1 | Accepted-AOC work awarded |
| 2 | 2₹16.0 L+₹20,228.44 (1.28%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹16.0 L+₹20,228.44 (1.28%) | 2 | Rejected-Finance L2 |
| 3 | 3₹16.8 L+₹1.1 L (6.70%)Rejected-Finance | ₹16.8 L+₹1.1 L (6.70%) | 3 | Rejected-Finance L3 |
| 4 | 4₹16.9 L+₹1.1 L (7.19%)Rejected-Finance V P O DARINI TEHSIL SHAHPUR HIMACHAL PRADESH 176206 | DARINI | KANGRA | HIMACHAL PRADESH | 176206 | ₹16.9 L+₹1.1 L (7.19%) | 4 | Rejected-Finance L4 |
| 5 | 5₹17.9 L+₹2.1 L (13.6%)Rejected-Finance | ₹17.9 L+₹2.1 L (13.6%) | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Akshay Kumar L4 | PRAVEEN CHANDEL L7 | M/s Raj construction Prop. Hemraj Chauhan L5 | RAKESH KUMAR L2 | Jagjeet Singh L8 | Sh. Chain Singh L1 | VIJAY KUMAR L9 | ARUN CHANDEL L3 | sanjeev dhiman L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all lead and lifts 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 stacking the excavated 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 with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 3,441.88 | Cum | 249 ₹8,57,028.12 | 315 ₹10,84,192.2 | 295 ₹10,15,354.6 | 250 ₹8,60,470 | 378 ₹13,01,030.64 | 212 ₹7,29,678.56 Lowest | 329 ₹11,32,378.52 | 225 ₹7,74,423 | 302 ₹10,39,447.76 |
| 2.00Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80, class PN-4 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 flanges of the pipes shall be made as and where required conforming to IS relevant: code, 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 and fittings to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||||||||
| 2.01 | 200mm | 2,245 | Rmt | 80 ₹1,79,600 | 84.55 ₹1,89,814.75 | 80 ₹1,79,600 | 75 ₹1,68,375 | 60 ₹1,34,700 Lowest | 96 ₹2,15,520 | 120 ₹2,69,400 | 100 ₹2,24,500 | 90 ₹2,02,050 |
| 2.02 | 250mm | 1,060 | Rmt | 105 ₹1,11,300 | 99 ₹1,04,940 | 90 ₹95,400 | 85 ₹90,100 | 80 ₹84,800 Lowest | 116 ₹1,22,960 | 120 ₹1,27,200 | 115 ₹1,21,900 | 107 ₹1,13,420 |
| 2.03 | 315mm | 740 | Rmt | 120 ₹88,800 | 108 ₹79,920 | 120 ₹88,800 | 95 ₹70,300 Lowest | 100 ₹74,000 | 136 ₹1,00,640 | 140 ₹1,03,600 | 130 ₹96,200 | 112 ₹82,880 |
| 3.00Providing and fixing HDPE Tee of following dia including all kinds of lead and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||||||||
| 3.01 | 315mmx315mmx200mm | 1 | Each | 7,000 ₹7,000 | 714 ₹714 | 750 ₹750 | 700 ₹700 | 800 ₹800 | 500 ₹500 Lowest | 850 ₹850 | 800 ₹800 | 580 ₹580 |
| 3.02 | 250mmx250mmx200mm | 1 | Each | 6,000 ₹6,000 | 714 ₹714 | 700 ₹700 | 700 ₹700 | 800 ₹800 | 500 ₹500 Lowest | 850 ₹850 | 800 ₹800 | 790 ₹790 |
| 3.03 | 200mmx200mmx200mm | 2 | Each | 2,000 ₹4,000 | 494.55 ₹989.1 | 500 ₹1,000 | 700 ₹1,400 | 500 ₹1,000 | 500 ₹1,000 | 570 ₹1,140 | 550 ₹1,100 | 480 ₹960 Lowest |
| 4.00Providing and fixing HDPE bend of following dia including all kinds of lead and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||||||||
Tender Value
₹22.8 L
EMD Value
₹45,700
Closing Date
14 Oct 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Improvement of Lift Irrigation Scheme Ladher and Matial in GP Pater in Tehsil Ghumarwin District Bilaspur (SH Laying jointing and testing of HDPE pipe of various dia for distribution system construction of outlets and Hydrants).
2025_HPIPH_116838_1
BLP-BLP-0736-NIT No. 8643-8742 Dated 03/10/2025
Open Tender
Civil Works
Item Rate
180 days
Sub Division Kandrour Section Kuthera
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹45,700
10 Sept 2026
4 Oct 2025
14 Oct 2025
4 Oct 2025
14 Oct 2025
4 Oct 2025
Amount
Excavation in foundation and trenches etc. in earth work in all lead and lifts 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 stacking the excavated 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 with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80, class PN-4 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 flanges of the pipes shall be made as and where required conforming to IS relevant: code, 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 and fittings to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing HDPE Tee of following dia including all kinds of lead and lifts and to the entire satisfaction of the Engineer-in-charge.
315mmx315mmx200mm
250mmx250mmx200mm
200mmx200mmx200mm
Providing and fixing HDPE bend of following dia including all kinds of lead and lifts and to the entire satisfaction of the Engineer-in-charge.
200mm dia
Providing and fixing HDPE valve of following dia including all kinds of leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing cast iron Alfa valve of following dia in all lead and lifts and to the entire satisfaction of the Engineer-in-charge.
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 and plinth including carriage of material within all leads and licfts and to the entire satisfaction of the Engineer-in-charge.
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 :-
Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.
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.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete working:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
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.
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.
RAKESH KUMAR (BID ID -568868)
ARUN CHANDEL (BID ID -569834)
Akshay Kumar (BID ID -568629)
M/s Raj construction Prop. Hemraj Chauhan (BID ID -569976)
sanjeev dhiman (BID ID -569115)
PRAVEEN CHANDEL (BID ID -568308)
Jagjeet Singh (BID ID -569444)
VIJAY KUMAR (BID ID -569440)
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