Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | ₹39.8 L | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical JAKHAULI VILLAGE JAKHAULI DISTRICT KAITHAL 136027 | JAKHAULI | KAITHAL | HARYANA | 136027 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical RAILWAY GATE ARBRIAN MOHOLA DISTT KAITHAL | KAITHAL | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | The Shree Radhe Co op L and C Society Ltd. Cheeka L1 |
|---|---|---|---|---|
| 1.10 | Credit of old Dismantled Bricks and Brick bats | 362.29 | Cum | 880 -₹3,18,815.20 |
Tender Value
₹40.7 L
EMD Value
₹81,479
Closing Date
24 Mar 2026, 10:00 amClosed
DIGVIJAY Sharma
Saraswati Heritage Divn.3, Kaithal
Repairing of Damage patches with CC Lining damaged during flood season b/w RD 36000 to 63390 of BML-HB-BB-MPLC Reserved for Co-Op Society only
2026_HRY_509344_1
20266F80AAB2 6939 4BF6 B14E 4119FEE18F5F1599IRR
Open Tender
Civil Works
60 days
KHARAL (130) SADARHERI SAROLA TATIANA
HEWPRegistrationSection2SimilarnatureWorksBidCapacityAnualTurnoverAffidavitandUndertakingasperSection7
2 documents required · 2 mandatory
₹5,000
₹81,479
Yes
7 Apr 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
Credit of old Dismantled Bricks and Brick bats
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Item Description HSR Item
[14.10.2.2.1]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 2.2.1. 100 mm thickness In slope Manually with form work [Through Rate]
[14.14.2]Curing Lining for 28 days 2. On Side slopes [Through Rate]
[14.17]Extra allowance for scaffolding, in tile and concrete lining for side slopes. [Through Rate]
[14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide. [Through Rate]
[14.70]Demolishing of lining with Bricks/Tiles /Cement concrete blocks of any size manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. [Through Rate]
[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]
[6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate]
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
technical_588138.pdf
techsummary_588138.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.69 MB
BOQ_588138.xls
BOQ • 0.26 MB
OT0154764.pdf
Other Document • 0.70 MB
Download all tender documents and submit your bid