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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC MATHUR | MATHURA | UTTAR PRADESH | 209402 | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.05-11-2025 of mathur GP | |
| 2 | L2₹1.6 L+₹5,349.15 (3.43%)Rejected-AOC | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | R.GIRISH L1 | HARIDASAN K L2 |
|---|---|---|---|---|---|
| 1.00Well renovation | |||||
| 1.00 | 15.7.4:Demolishing brick work 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.In cement mortar | 3.29 | cum | 2,129.84 ₹6,998.65 Lowest | 2,500 ₹8,215 |
| 1.00 | 6.12.2:Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in:Cement mortar 1:4 ( 1 cement : 4 coarse sand) | 2.02 | sqm | 1,050.64 ₹2,127.55 Lowest | 1,100 ₹2,227.5 |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 0.17 | kg | 111.54 ₹18.85 Lowest | 120 ₹20.28 |
| 1.00 | 5.1.2: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 derived from natural sources) | 0.33 | cum | 10,488.77 ₹3,408.85 Lowest | 10,500 ₹3,412.5 |
| 1.00 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.52 | cum | 6,408.03 ₹16,154.64 Lowest | 6,500 ₹16,386.5 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.64 | cum | 9,235.97 ₹33,655.87 Lowest | 10,000 ₹36,440 |
| 1.01 | 51.6.4.3:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand) | 0.54 | cum | 9,970.99 ₹5,404.28 Lowest | 10,000 ₹5,420 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 24 | kilogram | 116.69 ₹2,800.56 Lowest | 120 ₹2,880 |
| 1.01 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | 44.14 | sqm | 453.05 ₹19,999.44 Lowest | 460 ₹20,306.24 |
Tender Value
₹1.6 L
EMD Value
₹3,899
Closing Date
3 Nov 2025, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER MATHUR GP
Annual Plan-MATHUR GP 2025-2026 RENOVATION OF CHOKLATH WELL P219-P 219 MATHUR GP -General Civil Work
2025_LSGD_814089_1
219/2025-26/AE/LSGD/MTR
Open Tender
Civil Works - Others
Item Rate
240 days
MATHUR GRAMA PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,899
Yes
3 Jan 2026
25 Oct 2025
5 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
Amount
Well renovation
15.7.4:Demolishing brick work 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.In cement mortar
6.12.2:Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
5.1.2: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 derived from natural sources)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
51.6.4.3:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2.6.1: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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
name board
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
HARIDASAN K (BID ID -2419895)
Bidder Name
HARIDASAN K
R.GIRISH
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