Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹9.8 L | L1 | Admitted-Finance |
| 2 | L2₹11.9 L+₹2.1 L (21.1%)Admitted-Finance | ₹11.9 L+₹2.1 L (21.1%) | L2 | Admitted-Finance |
| 3 | L3₹11.9 L+₹2.1 L (21.8%)Admitted-Finance VILLAGE PO RAJAIN TEHSIL BHATTIYAT DISTT CHAMBA HP | ₹11.9 L+₹2.1 L (21.8%) | L3 | Admitted-Finance |
| 4 | L4₹12.7 L+₹2.9 L (29.1%)Admitted-Finance | ₹12.7 L+₹2.9 L (29.1%) | L4 | Admitted-Finance |
| 5 | L5₹13.2 L+₹3.4 L (34.7%)Admitted-Finance | ₹13.2 L+₹3.4 L (34.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TENDERAR L4 | AJAY MEHTA L3 | SANJEEV KUMAR GOVT CONT L2 | Dev Raj Sharma L5 | M/S BANSI LAL KAITH L6 | MANOJ KUMAR L1 |
|---|---|---|---|---|---|---|---|---|---|
| 0.00Description of Work/Items(S) | |||||||||
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All Kind od Soil | 138 | Cum | 140 ₹19,320 | 200 ₹27,600 | 170 ₹23,460 | 180 ₹24,840 | 250 ₹34,500 | 130 ₹17,940 Lowest |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator}/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sam on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of S0 m.Ordinary rock | 40.95 | Cum | 150 ₹6,142.5 Lowest | 180 ₹7,371 | 220 ₹9,009 | 370 ₹15,151.5 | 350 ₹14,332.5 | 290 ₹11,875.5 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 3.2 | Cum | 4,000 ₹12,800 Lowest | 5,000 ₹16,000 | 5,400 ₹17,280 | 6,440 ₹20,608 | 6,300 ₹20,160 | 4,500 ₹14,400 |
| 4.00 | Boulder Filling under floors tightly hand packed | 3.98 | Cum | 500 ₹1,990 Lowest | 1,500 ₹5,970 | 2,200 ₹8,756 | 1,700 ₹6,766 | 1,885 ₹7,502.3 | 1,200 ₹4,776 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, etc. for mass concrete | |||||||||
| 5.10 | Foundations, footings, bases of columns, etc. for mass concrete | 20.16 | Sq.m | 800 ₹16,128 | 250 ₹5,040 | 120 ₹2,419.2 Lowest | 280 ₹5,644.8 | 300 ₹6,048 | 200 ₹4,032 |
| 5.20 | Columns, Pillars, Piers, Abutments, Posts and Struts | 10.8 | Sq.m | 800 ₹8,640 | 280 ₹3,024 | 220 ₹2,376 Lowest | 670 ₹7,236 | 518 ₹5,594.4 | 400 ₹4,320 |
| 5.30 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 57.6 | Sq.m | 800 ₹46,080 | 350 ₹20,160 Lowest | 350 ₹20,160 Lowest | 500 ₹28,800 | 390 ₹22,464 | 350 ₹20,160 Lowest |
| 5.40 | Suspended floors, roofs, landings, balconies and access platform | 47.4 | Sq.m | 300 ₹14,220 | 350 ₹16,590 | 280 ₹13,272 Lowest | 600 ₹28,440 | 470 ₹22,278 | 400 ₹18,960 |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
11 Feb 2026, 5:00 pmClosed
DFO Rampur
DFO Rampur Distt. Shimla HP 172001
C/O Protection Wall Near Forest Gate Pipty Rampur Beat
2026_FD_127739_1
6681
Open Tender
Civil Works
Item Wise
60 days
Rampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
DCF Rampur
₹29,000
16 Feb 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
11 Feb 2026
6 Feb 2026
Description of Work/Items(S)
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All Kind od Soil
Excavation work by mechanical means (Hydraulic excavator}/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sam on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of S0 m.Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Boulder Filling under floors tightly hand packed
Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, etc. for mass concrete
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access platform
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement
All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
All works above plinth level upto floor level
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor to level : Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix 1:3 (1Cement 3 fine Sand )
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggergate
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with water proofing cement paint of required shade : New work (Two or more coat applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.91 MB
NITRAMPURFOREST.pdf
Tender Documents • 0.89 MB
BOQ_188697.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .