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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC First |
| 2 | Rejected-Technical | - | - | Rejected-Technical L1 Agreement Executed |
| Sl No | Description | Qty | Unit | ASHRAF PE L1 | SHANAVAS PU L2 |
|---|---|---|---|---|---|
| 1.00Anganwady maintenance | |||||
| 1.00 | 15.7.1: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 mud mortar | 1 | cum | 728 ₹728 | 750 ₹750 |
| 1.00 | 2.8.1: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.All kinds of soil | 1.97 | cum | 359 ₹707.59 | 360 ₹709.56 |
| 1.00 | OD382530/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 3.12 | cum | 3,900 ₹12,171.9 | 359 ₹1,120.44 |
| 1.00 | 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) | 0.6 | cum | 9,235 ₹5,568.71 | 3,995 ₹2,408.99 |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.37 | cum | 7,700 ₹18,249 | 9,238 ₹21,894.06 |
| 1.01 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 2.16 | sqm | 56 ₹120.96 | 7,715 ₹16,664.4 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 53.51 | sqm | 369 ₹19,745.56 | 57 ₹3,050.13 |
| 1.01 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 24 | sqm | 170 ₹4,080 | 370 ₹8,880 |
| 1.01 | OD382551/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch
ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness
with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have
protective guard film of 25 microns minimum to avoid scratchesduring transportation and
should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet
shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting tosize and shape wherever required | 24 | sqm | 621 ₹14,904 | 175 ₹4,200 |
Tender Value
₹1.7 L
EMD Value
₹4,217
Closing Date
16 Feb 2026, 11:00 amClosed
AELSGD
Office of the Assistant Engineer LSGD Section Paipra
Annual Plan-PAIPRA GP 146/25-26 AGANWADY NO 69 MAINTENANCE General Civil Work
2026_LSGD_833739_1
ET-10/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Buildings
180 days
PaiprA
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹4,217
30 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
Anganwady maintenance
15.7.1: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 mud mortar
2.8.1: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.All kinds of soil
OD382530/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
OD382551/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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