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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically acceptable |
Tender Value
₹17.9 L
EMD Value
₹44,810
Closing Date
3 Mar 2026, 3:00 pmClosed
HOU(TP)
KMML,CHAVARA
Piling works, RCC demolition, Steel works, Earth work excavation and Soling works, PCC and RCC works, Black bituminous painting and Plastering works, Red earth filling works
2026_KMML_834128_1
EAF/CIV/1158/2025-2026(2), Dtd.08/12/2025
Open Tender
Civil Works - Others
Item Rate
90 days
KMML, CHAVARA
Refer Tender Document
6 documents required · 6 mandatory
₹2,950
₹44,810
27 Mar 2026
17 Feb 2026
4 Mar 2026
17 Feb 2026
3 Mar 2026
17 Feb 2026
500mm Dia Piling works
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of cement, boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles
Demolition of RCC
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Steel reinforcement work
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete after applying 2 coats of zinc rich primer.Supply of steel reinforcement will be in the scope of contractor.Thermo mechanically treated bars of grade Fe-500D or more of approved brand as per the instruction of engineer in charge
Pile Load Test
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the
Earth work excavation
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 kinds of soil
PCC work
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Soling
Soling with rough stone of size 200 mm, well packed and filling voids with stone chips and required profile with hammer dressed stones having no side less than 15cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete
Centering and Shuttering
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
RCC WORK
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
Black bituminous painting 2 coat
Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Plastering work
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Providing Bolt holes with plywood
Providing pockets for bolt holes with plywood
Red earth filling
Filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Miscellaneous labour
Miscellaneous labour
Standard penetration test at 15m & 20m depth
Conducting standard penetration test including collection of SPT samples
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