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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC VILL THADOH P O BHATWARA TEHSIL GHUMARWIN DISTT BILASPUR H P | ₹2.5 L | L1 | Accepted-AOC being L1 |
| 2 | l2₹2.7 L+₹21,486.80 (8.69%)Rejected-Finance | ₹2.7 L+₹21,486.80 (8.69%) | l2 | Rejected-Finance Being L2 |
| 3 | L3₹2.8 L+₹36,105.94 (14.6%)Rejected-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹2.8 L+₹36,105.94 (14.6%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹3.0 L+₹48,539.45 (19.6%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹3.0 L+₹48,539.45 (19.6%) | L4 | Rejected-Finance being L4 |
| Sl No | Description | Qty | Unit | SATISH KUMAR L4 | Lalit Singh L1 | SANJEEV KUMAR L3 | JARNAIL SINGH L2 |
|---|---|---|---|---|---|---|---|
| 1.00Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 20 mtrs . | |||||||
| 1.01 | Pick Jumper Work. | 10.7 | Cum | 350 ₹3,745 | 206 ₹2,204.2 | 200 ₹2,140 Lowest | 379 ₹4,055.3 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. | 1.55 | Cum | 7,250 ₹11,237.5 | 6,600 ₹10,230 | 5,800 ₹8,990 Lowest | 6,980 ₹10,819 |
| 3.00Providing and laying cement concrete 1:1.5 :3 (1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- | |||||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 3.11 | Cum | 9,800 ₹30,478 | 9,200 ₹28,612 | 6,500 ₹20,215 Lowest | 9,280 ₹28,860.8 |
| 3.02 | Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found action level upto floor two level. | 6.98 | Cum | 10,500 ₹73,290 | 9,200 ₹64,216 | 5,000 ₹34,900 Lowest | 9,640 ₹67,287.2 |
| 3.03 | In suspended floors, roofs ,landings, shelves and their support balconies, beams, bressumers and cantilevers up to floor two level. | 1.81 | Cum | 10,800 ₹19,548 | 9,200 ₹16,652 | 4,500 ₹8,145 Lowest | 9,640 ₹17,448.4 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering 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 in-situ reinforced concrete & plain concrete work in all leads and lifts in:- | |||||||
| 4.01 | Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | 73.48 | Sqm | 350 ₹25,718 | 286 ₹21,015.28 Lowest | 1,200 ₹88,176 | 298 ₹21,897.04 |
| 4.02 | Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. | 10.65 | Sqm | 435 ₹4,632.75 | 196 ₹2,087.4 Lowest | 1,000 ₹10,650 | 398 ₹4,238.7 |
Tender Value
Refer Docs
EMD Value
₹6,400
Closing Date
7 Feb 2026, 11:00 amClosed
EE JSV Division Jhandutta
EE JSV Division Jhandutta
Restoration of rain damages of LWSS Jhandutta Behran in Tehsil Jhandutta Distt. Bilaspur H.P. SH Construction of RCC storage tank of 30000 ltrs capacity at vill. Balghar at Materi under PDNA
2026_HPIPH_126949_1
JSDJ-10771-10870 dt. 28.1.2026
Open Tender
Civil Works
Item Rate
90 days
Jhandutta
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹6,400
27 Feb 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
29 Jan 2026 - 7 Feb 2026
Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 20 mtrs .
Pick Jumper Work.
Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth.
Providing and laying cement concrete 1:1.5 :3 (1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :-
Foundation, footing, bases of columns and the like & mass concrete.
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found action level upto floor two level.
In suspended floors, roofs ,landings, shelves and their support balconies, beams, bressumers and cantilevers up to floor two level.
Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering 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 in-situ reinforced concrete & plain concrete work in all leads and lifts in:-
Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness
Flat surfaces such as soffits and suspended floors roofs landing and like floors etc.
Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1: Cement 3: Sand)
Providing and placing of mild/tor steel reinforcement for RCC work including cutting, bending, binding including cost of binding wire and placing in position complete upto floor two level in all leads and lifts.
Steel work welded in built up section, trusses and framed work including hoisting fixing in position and applying a priming coat of red lead paint in grauting framed guard bars, ladders, railing bracket similar work.
Laying jointing and testing in trenches galvanaised mild steel tubes of light/Medium grade tube fitting earth work in trenches to be measured and paid separetly. including all leads and lift and carriage of material at site and as directed by the Engineer-In-Charge.
100 mm Dia
Providing and Fixing cast iron sluice valve of following dia and class (PN-I.00) as per IS:14846 Leader/Kirloskar/Kartar make including MS flange of Table-5 as per IS: 6392-1971 with welding of MS flanges in requisite layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.
100 mm Dia
Providing & Fixing of man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
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