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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC VILL GALYAN PO GHUMARWIN TEHSIL GHUMARWIN DISTT BILASPUR HP 174021 | BILASPUR | HIMACHAL PRADESH | 174021 | L1 | Accepted-AOC Work awarded to L1 | |
| 2 | L2₹4.9 L+₹17,483.30 (3.72%)Rejected-Finance | L2 | Rejected-Finance Rejected being a L2 | |
| 3 | L3₹5.0 L+₹27,011.35 (5.74%)Rejected-Finance | L3 | Rejected-Finance Rejected being a L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected The Contractor does not fullfill the requirement |
| Sl No | Description | Qty | Unit | Ssumit Sharma L2 | SAHIL KUMAR L1 | kuiper tech private limited L3 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, sides of foundations and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge within all leads and lifts complete in all repects and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 1.01 | (Pick Jumper Work) | 41.09 | Cum | 480 ₹19,723.2 | 450 ₹18,490.5 Lowest | 485 ₹19,928.65 |
| 2.00 | Providing/latying jointing and testing of ductile iron pipe K-7 as per IS 8319-2000 jointed with push on rubber gasket jointing complete in all respect 150 mm dia K-7 | 83 | Rmtr | 2,750 ₹2,28,250 | 2,700 ₹2,24,100 Lowest | 2,870 ₹2,38,210 |
| 3.00 | Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. | 9 | Cum | 7,200 ₹64,800 | 6,600 ₹59,400 Lowest | 6,800 ₹61,200 |
| 4.00 | Brick work using 2nd class common burnt clay building bricks in foundation and plinth & in super structure in cement mortot 1:6 (One cement: six sand). | 9.05 | Cum | 11,500 ₹1,04,075 | 11,000 ₹99,550 Lowest | 11,700 ₹1,05,885 |
| 5.00 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size)and curing complete excluding cost of form work in foundation and plinth. (For Manholes) | 1.83 | Cum | 7,800 ₹14,274 | 7,700 ₹14,091 Lowest | 7,800 ₹14,274 |
| 6.00 | 15 mm cement plastering in single coat on fair sides of bricks/ stone masonry for interior plastering upto floor level including arises internal rounded angles in girth and finished even and smooth in cement mortar 1:3(1cement:3sand) in all leads and lifts. | 22.4 | Sqmtr | 360 ₹8,064 | 350 ₹7,840 Lowest | 370 ₹8,288 |
| 7.00 | Providing and laying CC 1:2:4 for RCC work curing complete excluding the cost of form work reinforcement in suspended Floor,Roofs etc. | 1.4 | Cum | 8,400 ₹11,760 | 8,300 ₹11,620 Lowest | 8,400 ₹11,760 |
| 8.00 | Prov.and placing tor steel reinforcement for RCC work. | 70 | Kg | 110 ₹7,700 | 100 ₹7,000 Lowest | 110 ₹7,700 |
| 9.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||
Tender Value
₹4.5 L
EMD Value
₹9,050
Closing Date
12 Jun 2025, 5:00 pmClosed
EXECUTIVE ENGINEER JAL SHAKTI DIVISION GHUMARWIN
EXECUTIVE ENGINEER JAL SHAKTI DIVISION GHUMARWIN
Providing Sewerage Scheme to leftout area of MC Ghumarwin in Distt. Bilaspur
2025_HPIPH_106786_1
GMR-BLP02-737(2069-2110)SVM
Open Tender
Civil Works
Item Rate
90 days
GHUMARWIN
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹9,050
23 Aug 2025
2 Jun 2025
13 Jun 2025
2 Jun 2025
12 Jun 2025
2 Jun 2025
2 Jun 2025 - 12 Jun 2025
Amount
Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, sides of foundations and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge within all leads and lifts complete in all repects and to the entire satisfaction of the Engineer-in-charge.
(Pick Jumper Work)
Providing/latying jointing and testing of ductile iron pipe K-7 as per IS 8319-2000 jointed with push on rubber gasket jointing complete in all respect 150 mm dia K-7
Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth.
Brick work using 2nd class common burnt clay building bricks in foundation and plinth & in super structure in cement mortot 1:6 (One cement: six sand).
Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size)and curing complete excluding cost of form work in foundation and plinth. (For Manholes)
15 mm cement plastering in single coat on fair sides of bricks/ stone masonry for interior plastering upto floor level including arises internal rounded angles in girth and finished even and smooth in cement mortar 1:3(1cement:3sand) in all leads and lifts.
Providing and laying CC 1:2:4 for RCC work curing complete excluding the cost of form work reinforcement in suspended Floor,Roofs etc.
Prov.and placing tor steel reinforcement for RCC work.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and fixing precast concrete SFRC man hole cover (Heavyduty) with frame having frames size of 500mm internal dia the weight of cover & frame should not be less than 100Kg with in all lead and lifts and to the entire satisfaction of Engineer in charge.
Ssumit Sharma (BID ID -523817)
kuiper tech private limited (BID ID -523869)
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