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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹10.8 LAccepted-Finance NIL | 1st | Accepted-Finance lowest | |
| 2 | 2nd₹11.1 L+₹30,691.90 (2.85%)Rejected-Finance VILL P O PATHLIAR TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | 2nd | Rejected-Finance not lowest | |
| 3 | 3rd₹11.3 L+₹51,307.60 (4.76%)Rejected-Finance HPSEBL RECKONGPEO HIMACHAL PRADESH | 3rd | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | VIVEK NEGI L3 | SHASHI KANT L2 | Gian Chand L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- P/J Work within all leads and lifts. | 3.06 | cum | 650 ₹1,989 | 630 ₹1,927.8 | 600 ₹1,836 Lowest |
| 2.00 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed. | 55.67 | cum | 700 ₹38,969 | 680 ₹37,855.6 | 650 ₹36,185.5 Lowest |
| 3.00Providing and laying cement concrete 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :- | ||||||
| 3.01 | Foundation, footings basis of columns etc. and mass concrete. | 4 | cum | 15,500 ₹62,000 | 15,300 ₹61,200 | 15,000 ₹60,000 Lowest |
| 3.02 | Columns, Pillars, Posts and struts square, rectangular or polygonal in plan. | 1.05 | cum | 16,900 ₹17,745 | 16,700 ₹17,535 | 16,500 ₹17,325 Lowest |
| 4.00 | Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete. | 3.57 | cum | 14,500 ₹51,765 | 14,000 ₹49,980 | 13,500 ₹48,195 Lowest |
| 5.00 | Brick work using common burnt clay building bricks in superstructure in cement mortar 1:4 (1 cement: 4 Sand) 2nd class bricks. | 11.63 | cum | 19,700 ₹2,29,111 | 19,500 ₹2,26,785 | 19,000 ₹2,20,970 Lowest |
| 6.00 | P/L PCC 1:2:4 in bed of Man hole chamber in slope with drain | 2.75 | cum | 14,800 ₹40,700 | 14,500 ₹39,875 | 14,000 ₹38,500 Lowest |
| 7.00Prov.and Laying in retaining wall and breast wall 10.0 Kg/cm² working pressure unplastisized P.V.C pipes (confirming to IS 4985-1968) to make weep holes complete including making good the walls. | ||||||
| 7.01 | 100 mm nominal bore. | 26.94 | Nos | 490 ₹13,200.6 | 470 ₹12,661.8 | 450 ₹12,123 Lowest |
Tender Value
₹9.7 L
EMD Value
₹19,486
Closing Date
18 Aug 2025, 5:00 pmClosed
Executive Engineer
Division Reckong Peo
CO 11 Nos of Manhole Chamber in Brick Masonry CO 6 Nos. RCC Column to Hold the D.I Pipe and CO PCC Protection wall at RD 280 to 286
2025_HPIPH_111628_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
Item Rate
180 days
GP Sangla
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
₹19,486
Yes
25 Nov 2025
5 Aug 2025
19 Aug 2025
6 Aug 2025
18 Aug 2025
6 Aug 2025
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- P/J Work within all leads and lifts.
Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed.
Providing and laying cement concrete 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :-
Foundation, footings basis of columns etc. and mass concrete.
Columns, Pillars, Posts and struts square, rectangular or polygonal in plan.
Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete.
Brick work using common burnt clay building bricks in superstructure in cement mortar 1:4 (1 cement: 4 Sand) 2nd class bricks.
P/L PCC 1:2:4 in bed of Man hole chamber in slope with drain
Prov.and Laying in retaining wall and breast wall 10.0 Kg/cm² working pressure unplastisized P.V.C pipes (confirming to IS 4985-1968) to make weep holes complete including making good the walls.
100 mm nominal bore.
Providing and laying cement concrete 1:5:10 (1 cement :5 sand:10graded stone aggregate 40mm nominal size) with 15% pium and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm. To 300mm as per H.P.P.W.D.
Providing and laying cement concrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth:
Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.
Providing form work with steelplates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:
Foundation, footings basis of columns etc. and mass concrete
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
Columns, Pillars, Posts and struts square, rectangular or polygonal in plan.
15 mm cement plaster in single coat on rough side of brick/stone masonry in CM 1:4 for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth outside
15 mm cement plaster in single coat on rough side of brick/stone masonry in CM 1:3 for plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. inside
Providing and fixing SFRC Man hole frame cover confirming to SE-12952 Latest with upto date ammendments of medium class duty
P/L double socketed DI Bend as per IS 9523 latest addition ammendments i/c carriage of material with in. all leads and lifts
SHASHI KANT (BID ID -545106)
VIVEK NEGI (BID ID -545137)
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