Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-Finance | ₹34.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹35.4 LRejected-Finance RA SUYOG COLONY ROAD PANDHARKAWADA TA KELAPUR DIST BEED | PANDHARKAWADA | BEED | MAHARASHTRA | ₹35.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹35.5 LRejected-Finance | ₹35.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹36.4 LRejected-Finance | ₹36.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹36.9 LRejected-Finance AT DUDHE LAY OUT PUSAD TQ PUSAD DIST YAVATMAL | PUSAD | YAVATMAL | MAHARASHTRA | ₹36.9 L | L5 | Rejected-Finance L5 |
Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
20 Jul 2026, 5:00 pmClosed
Additional Chief Executive officer, Zilla Parishad
Executive Engineer Works Division No.1, Z.P.Yavatmal
Construction of Bridge on Lingti Both Road VR -124 Total Length 3/00 KM in Ch 0/220 Tq. Kelapur Distt . Yavatmal
2026_YAVAT_1314487_4
NIT-2/2026-2027
Open Tender
Civil Works
Percentage
180 days
PANDHARKAWADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹60,000
1 Aug 2026
4 Jul 2026
21 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.03 | 57.38 | Cum | 90 | ₹5,164.2 |
| 1.01 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.03 | 75.16 | Cum | 286 | ₹21,495.76 |
| 2 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.08 | 78.78 | Cum | 557 | ₹43,880.46 |
| 2.01 | b) 1.50m to 3.00m lift, Add 10% | 24.26 | Cum | 612.7 | ₹14,864.1 |
| 3 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.11 | 8.67 | Cum | 1,932 | ₹16,750.44 |
| 3.01 | b) 1.50m to 3.00m lift, Add 10% | 20.49 | Cum | 2,125.2 | ₹43,545.35 |
| 4 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) PWD SSR It..No. 12.23 | 180 | Hrs | 201 | ₹36,180 |
| 4.01 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners PWD SSR It..No. 17.38 | 62.61 | Cum | 8,377.2 | ₹5,24,496.49 |
| 5 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap
/granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners
(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. | 192.89 | Cum | 8,377.2 | ₹16,15,878.11 |
| 6 | Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) PWD SSR It..No. 17.52 | 10.3 | Cum | 8,787.3 | ₹90,509.19 |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 1.19 MB
BOQ_2254062.xls
BOQ • 0.39 MB
SBD4.pdf
Tender Documents • 1.78 MB
NIT2QR.pdf
PDF • 0.27 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 [email protected].