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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC | ₹27.9 L Quoted ₹31.6 L | L1 | Accepted-AOC Due of lowest rate |
| 2 | L2₹33.4 LRejected-Finance VILLAGE GAWALTH P O KUINAL TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | ₹33.4 L | L2 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | ARUN MANKOTIA L1 | Vinod L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 201.31 | cum | 627 ₹1.3 L | 800 ₹1.6 L |
| 2.00 | Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth within all leads and lifts. | 7.47 | Cum | 6,027 ₹45,021.69 | 8,000 ₹59,760 |
| 3.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x 30x5mm so as to give a fair finish including centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in: | |||||
| 3.01 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pillaster, buttresses, plinth and string course and the like with all leads and lifts. | 153.87 | Sqmt | 527 ₹81,089.49 | 500 ₹76,935 |
| 3.02 | Suspended floors roofs, landing and sleves and their support , balconies, beams, griders bressumers and centilevers upto all floor level etc. | 29.2 | Sqmt | 607 ₹17,724.40 | 500 ₹14,600 |
| 3.03 | For flat surfaces such as soffits of suspended floor,roofs, landings and the like floors upto 200 mm in thickness. | 40.94 | Sqm | 587 ₹24,031.78 | 500 ₹20,470 |
| 3.04 | Edge of slabs and beaks in floors and walls within all leads and lifts. | 24.32 | Rmt | 227 ₹5,520.64 | 220 ₹5,350.40 |
| 4.00 | Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5: Sand: 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- foundation and plinth. | 26.82 | Cum | 10,827 ₹2.9 L | 11,000 ₹3.0 L |
| 4.01 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pillaster, buttresses, plinth and string course and the like with all leads and lifts. | 18.14 | Cum | 9,927 ₹1.8 L | 11,000 ₹2.0 L |
| 4.02 | Suspended floors roofs, landing and sleves and their support , balconies, beams, griders bressumers and centilevers upto all floor level etc. | 15.86 | Cum | 10,527 ₹1.7 L | 11,000 ₹1.7 L |
Tender Value
₹25.2 L
EMD Value
₹45,263
Closing Date
31 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Construction of Fish Pond and Hall Shiv Temple at village Sadoon in Tehsil Shahpur, Distt, Kangra, (HP)
2026_HPIPH_126408_1
EE/JSDS/NIT/2025- 9146-95 dated- 21/01/2026
Open Tender
Civil Works
180 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Executive Engineer
₹45,263
5 Feb 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
21 Jan 2026 - 31 Jan 2026
Excavation in foundation trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth within all leads and lifts.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x 30x5mm so as to give a fair finish including centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:
Vertical surfaces such as walls(any thickness) partitions and the like including attached pillaster, buttresses, plinth and string course and the like with all leads and lifts.
Suspended floors roofs, landing and sleves and their support , balconies, beams, griders bressumers and centilevers upto all floor level etc.
For flat surfaces such as soffits of suspended floor,roofs, landings and the like floors upto 200 mm in thickness.
Edge of slabs and beaks in floors and walls within all leads and lifts.
Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5: Sand: 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- foundation and plinth.
Vertical surfaces such as walls(any thickness) partitions and the like including attached pillaster, buttresses, plinth and string course and the like with all leads and lifts.
Suspended floors roofs, landing and sleves and their support , balconies, beams, griders bressumers and centilevers upto all floor level etc.
Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and lifts.
Providing & fixing MS steel Man Hole cover with frame and locking arrangement having frames size of 500 mm internal dia. Should not be less than 30 Kg within all leads and lifts.
Providing and Laying heavy duty precast cement concrete interlocking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub base of concrete with 25 mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of block i/c suring rubbing & polishing complete (Sub base concrete floor to be paid for :60 mm thick inter locking blocks.
Precast terrazzo tiles hydraulic compressed 20 mm thick (with marble chips of specified sizes) fixed on wall on 10 mm thick cement plaster 1:3 (1 cement:3 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades.
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint:- In grating, framed, guards, bars, ladders, railing, brackets & similar work within all leads and lifts.
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 centering and shuttering in foundation and plinth.
Random rubble stone masonry coursed with hard stone of approved quality in foundation and plinth i/c racking out of joints in CM 1:6 complete with in all leads and lifts.
Brick work using common clay building bricks in super-structure above plinth level( Second class bricks).Cement Mortar 1:6(1cement, 6 sand) within all leads and lifts.
Providing 40x3 mm flat iron hold fast 40 cm i/c fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeding in cement concrete block 30x10x15cm (1:3:6 ) 1 cement : 3 sand :6 grded stone 20 mm nominal size complete with in all leads and lifts.
Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with 2st class deodar wood in all leads and lifts.
Providing and fixing panneled glazed or panelled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 40 mm thick. 2nd class deodar wood.
Providing and fixing anodized aluminium sliding door bolts anodized colour and shade with bolts, nuts, screws 250x16cm within all leads and lifts.
Providing and fixing anodized aluminium tower bolts (barrel type) anodized transparent and shade with necessary screw etc,. Completein all respect.MS tower bolts ( Barrel type ) within all leads and lifts. 250x10 mm.
Providing and fixing anodized aluminium handles anodized transparent and shade with necessary screw etc,. Completein all respect.MS handles 100 mm dia
20 mm cement plaster in two coat , backing coat 15mm and finishing coat 5 mm thick on rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1: 4(1cement: 4sand) in all leads and lifts.
Providing and laying 40 mm thick cement concrete flooring work 1:2:4 (cement 2sand 4 graded stone aggregate 20mm thick nominal size)and layed one layer finished with a floating coat of neat cement within all leads and lifts.
6 mm cement plaster to celling in Cement mortar 1:3 (1 Cement:4 sand) within all leads and lifts.
Wall painting (two coats) with plastic emulsion with colourant paint of approved brand and manufacture on undecorated wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface.
Applying priming coat over new wood and wood based surface after and including preparing the surface by throughly cleaning oil dirt prease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.
Wire crate of G.I. wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid separately).
Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (bolder filling to be measured and paid separately) G.I. wire 5mm thick corresponding to SWG. 6, 15 cm x 15 cm mesh.
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