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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 LAccepted-AOC | ₹15.0 L Quoted ₹21.4 L | 1 | Accepted-AOC LA |
| 2 | 2₹22.1 L+₹71,674.11 (3.35%)Rejected-Finance V P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR 173029 | SIRMAUR | HIMACHAL PRADESH | 173029 | ₹22.1 L+₹71,674.11 (3.35%) | 2 | Rejected-Finance L2 |
| 3 | 3₹22.6 L+₹1.3 L (5.88%)Rejected-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹22.6 L+₹1.3 L (5.88%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical VILL THADOH P O BHATWARA TEHSIL GHUMARWIN DISTT BILASPUR H P | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | VISHAL THAKUR GOVT CONTRACTOR L1 | VINOD KUMAR L3 | Kuldeep Singh L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock / where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. | 104.16 | Cum | 500 ₹52,080 Lowest | 700 ₹72,912 | 600 ₹62,496 |
| 2.00 | Providing and laying cement concrete 1: 6: 12 (1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 5.73 | Cum | 11,000 ₹63,030 Lowest | 13,000 ₹74,490 | 11,500 ₹65,895 |
| 3.00 | Random rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in CM 1:6 (1cement:6sand) infoundaton and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 11.1 | Cum | 8,100 ₹89,910 Lowest | 8,500 ₹94,350 | 8,200 ₹91,020 |
| 4.00 | Providingand laying damp proof course 38mm thick with cement concrete 1:2:4 (1 cement: 2sand: 4 graded stone agg. 12.50mm nominal size and curing complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 6.37 | Sqmt | 600 ₹3,822 Lowest | 700 ₹4,459 | 650 ₹4,140.5 |
| 5.00 | Applying a coat of hot bitumen (Mexphalt 80/100 equivlent)using 1.70kg per sqmt on damp proof course after cleaning the surface with loating piece of cloth lightly socked in Kersone oil in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 6.37 | Sqmt | 180 ₹1,146.6 Lowest | 180 ₹1,146.6 Lowest | 190 ₹1,210.3 |
| 6.00 | Brick work using common burnt clay building bricks (2nd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement: 6sand) in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 9.52 | Cum | 16,000 ₹1,52,320 Lowest | 17,000 ₹1,61,840 | 16,500 ₹1,57,080 |
| 7.00 | Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought framed and fixed in position 2nd class deodar wood in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 0.12 | Cum | 1,40,000 ₹17,080 Lowest | 1,40,000 ₹17,080 Lowest | 1,50,000 ₹18,300 |
| 8.00 | Providing and fixing glazed and panelled , glazed or panelled shutters for doors, windows and clerestory windows including bright finished black enamelled iron butt hinges with necesssary screws (a) 40mm thick 2nd class deodar wood within all leads and lifts | 7.27 | Sqmt | 5,800 ₹42,166 Lowest | 6,000 ₹43,620 | 5,900 ₹42,893 |
| 9.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:- | ||||||
| 9.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge. | 173.5 | Sqmt | 580 ₹1,00,630 Lowest | 580 ₹1,00,630 Lowest | 600 ₹1,04,100 |
Tender Value
₹13.9 L
EMD Value
₹27,800
Closing Date
20 Sept 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Providing drinking water facility to H/Basti Balh Balwana from Lift Water Supply scheme Balh Balwana in Tehsil Sadar District Bilaspur (SH Construction of pump house, construction of main storage tank 94200 litr capacity and construction of sump well
2025_HPIPH_114244_1
BLP-BLP-0736-NIT No. 7590-7689 Dated 08/09/2025
Open Tender
Civil Works
Item Rate
180 days
Sub Division Kandrour Section Kandrour
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹27,800
22 Jul 2026
11 Sept 2025
20 Sept 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
Amount
Excavation in foundation and trenches etc. in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock / where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.
Providing and laying cement concrete 1: 6: 12 (1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Random rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in CM 1:6 (1cement:6sand) infoundaton and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providingand laying damp proof course 38mm thick with cement concrete 1:2:4 (1 cement: 2sand: 4 graded stone agg. 12.50mm nominal size and curing complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Applying a coat of hot bitumen (Mexphalt 80/100 equivlent)using 1.70kg per sqmt on damp proof course after cleaning the surface with loating piece of cloth lightly socked in Kersone oil in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Brick work using common burnt clay building bricks (2nd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement: 6sand) in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought framed and fixed in position 2nd class deodar wood in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing glazed and panelled , glazed or panelled shutters for doors, windows and clerestory windows including bright finished black enamelled iron butt hinges with necesssary screws (a) 40mm thick 2nd class deodar wood within all leads and lifts
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr 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 pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.
Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers,bressumers 1.00 mts. In depth in all heights from floor and to the entire satisfaction of the Engineer-in-charge.
Providingand laying cement concrete 1:2:4 (1cement:2sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for RCC work in
Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.
Lintels , beams,girders, bressumers and cantilevers upto all floor level in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Arches upto floor two level
Providing 40mm thick cement concrete flooring 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size laid in one layer finished with floating coat of neat cement and to the entire satisfaction of the Engineer-in-charge.
20 mm cement plaster in single coat of rough side of brick/Concrerete /stone walls for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth CM 1:5 (1cement: 5sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
6mm thick cement plaster to ceiling in cement mortar 1:4 (1cement: 4sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) and to the entire satisfaction of the Engineer-in-charge.
Providing tor steel reinfircement in RCC work i/c bending and placing in position complete up to floor two level in and to the entire satisfaction of the Engineer-in-charge.
Applying priming coat on new wood and wood based surfaces after and incudng preparing the surface by thoughly cleaing oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts and to the entire satisfaction of the Engineer-in-charge
Painting two coats (excluding priming coat) on new wood based surface with ready mixed paint, brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect.
White washing with lime on undecorated wall surfaces two coat to give and even shade including thorughly brooming the surface to remove all dirt, dust mortor and other foreign matter in all respect with all leads and lifts
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove oil,dirt, dust,motor and other foreign matters,sand papering and knotting etc. with in all leads and lifts complete in all respect
Providingand fixing M.S fan clamp (type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed protion of loop all as per standard design in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing 40x3mm flat iron hold fast 40cm long including fixing to frames with 10 millimeters dia of bolts nuts and wooden plug and embedding in cement concrete block 30x10x15, 1:3:6 (1cement:3sand: 6 graded stone) agg. 20mm. Nominal size in all respect with all leads and lifts
Providing and fixing of following anodized aluminium fitting of anodized transparent and shade with necessary screws etc.complete
Sliding door bolts 250x16mm
M.S tower bolts (Barrel type) 200x10mm
MS tower bolts (barrel type) 150x10mm
MS tower bolts (barrel type) 100x10mm
MS handle 125mm dia
M S handle 100mm dia
Providing and fixing of MS round bars (16mm) in windows and ventilator in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Stone/ boulder filling under floors / behind retaining walls in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:4:8 ( 1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth and all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.
Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.
Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering,strutting and propping etc. height of proping and centringbelow supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu -reinforced concrete and plain concrete workin:-
Arches upto 6.00mtr span
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.
Laying jointing and testing in trenches of 80mm dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing CI sluice valve of Leader / Kirloskar make of 80mm dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II table-17 for dia> 300mm) complete with bolts, nuts, rubber insertion etc.
Providing and fixing of manhole cover (size 680x680) with MS sheet 2.00mm 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 including cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect and to the entire satisfaction of the Engineer-in-charge.
Kuldeep Singh (BID ID -558514)
VINOD KUMAR (BID ID -557123)
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