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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance VILL RUNDA P O KANSAKOTI TEHSIL ROHRU DISTT SHIMLA HP | ₹5.7 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹6.1 LRejected-Finance VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹6.1 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹6.1 LRejected-Finance HOUSE NO 214 WARD NO 2 TEHSIL SUJANPUR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹6.1 L | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | VIJAY LAKSHMI L1 | RAJNEESH THAKUR L3 | NIKHIL TEGTA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 21.07 | Cum | 490 ₹10,324 | 510 ₹10,746 | 500 ₹10,535 |
| 2.00 | P/L cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 5.53 | Cum. | 10,400 ₹57,512 | 10,600 ₹58,618 | 10,500 ₹58,065 |
| 3.00Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :- | ||||||
| 3.01 | Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level. | 82.74 | Sqmt. | 590 ₹48,817 | 600 ₹49,644 | 600 ₹49,644 |
| 3.02 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts | 10.71 | Sqm | 700 ₹7,497 | 750 ₹8,033 | 700 ₹7,497 |
| 3.03 | Edges of slabs and breaks floors and walls: in. up to 20mm in wide all leads and lifts | 56.7 | rmt. | 250 ₹14,175 | 300 ₹17,010 | 250 ₹14,175 |
| 4.00Providing and laying 1:1.5:3(1cement,1.5 sand, 3graded stone agg 20mm N/S) and curing complete excluding cost of form work and reinforcement for fainforced concreet work in wall (any thikness)atteched pillastter,buttresses beam girders and contilevers upto the floor lavel. | ||||||
| 4.01 | foundation | 3.57 | cum | 12,000 ₹42,840 | 12,500 ₹44,625 | 12,000 ₹42,840 |
| 4.02 | Walls | 4.9 | cum | 12,000 ₹58,800 | 12,500 ₹61,250 | 12,000 ₹58,800 |
| 5.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. | 672 | Kg | 250 ₹1.7 L | 300 ₹2.0 L | 300 ₹2.0 L |
Tender Value
₹4.4 L
EMD Value
₹8,848
Closing Date
27 Jan 2026, 11:00 amClosed
Executive Engineer
JSV Division Rohru
SH RR of 7 Nos intake chamber at various location runda jhaltu Mehra Brasli Bashala and Balsa
2026_HPIPH_126383_1
No.JSV-RD-AB-Tnd/2025- 6679-6740 dt 20.01.2026
Open Tender
Civil Works
90 days
Rohru
Tender Documents
8 documents required · 8 mandatory
₹500
EE Rohru
₹8,848
6 Apr 2026
21 Jan 2026
27 Jan 2026
21 Jan 2026
27 Jan 2026
21 Jan 2026
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
P/L cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-
Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level.
Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts
Edges of slabs and breaks floors and walls: in. up to 20mm in wide all leads and lifts
Providing and laying 1:1.5:3(1cement,1.5 sand, 3graded stone agg 20mm N/S) and curing complete excluding cost of form work and reinforcement for fainforced concreet work in wall (any thikness)atteched pillastter,buttresses beam girders and contilevers upto the floor lavel.
foundation
Walls
Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
Providing and placing in horizontal layer filtering media duly graded, screened, washed and cleaned as specified below by the Engineer-in-Charge within all leads and lifts:-
Bottom layer:Broken stone 50 mm to 75mm.
Providing and laying reinforcement cement concrete 1:2:4(1cement:2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in lintels, beam, Griders bressumers abd contilever up to floor two level with in all leads and lifts.
Providing and laying No fine concrete in 1:4(1cement:4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts.
Random Rubble masonry /polygonal rubble un-coursed /brought two coat with hard stone of approved quality in foundation and plinth including leveling up cement concrete 1:6:12(1cement:6sand:12graded stone agg.20mm nominal size) in plinth level/super structure. with cm 1:6 (1cement :6sand) including all leads and lifts
C/O Dry rubble masonry in breast wall/ retaining wall, and revetment walls and parapet wall etc. including all leads and lifts
Providing and fixing Main hole cover with frame of MS sheet and angle size 450 x450 mm (weight to main hole not less 35kg) including welding and cutting charge.
10mm Cement plaster in single coat in fair side of brick /stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angels not exceeding 80mm in earth and finished even and smooth including all leads and lifts a) 1:3 (1Cement:3sand).
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