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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L Quoted ₹3.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABBUBAKAR SIDDIC L1 | ABDUL JALEEL A L2 |
|---|---|---|---|---|---|
| 1.00DRILLING BORE WELL, CONSTRUCTION OF PUMP HOUSE, PIPE LINE etc. | |||||
| 1.00 | OD493016/2024-2025:Drilling Bore Well of Suitable size to accommodate well casing pipe of Intenal Dia not less than 150 mm for various strata up to 150 M below the Ground Level having an average 40 M Overburden in all classes of soil and rock inclusive of hire charges'for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil and other incidental items to complete the work but excludinq the cost of casinq pipe. | 150 | metre | 497.26 ₹74,589 | 529 ₹79,350 |
| 1.00 | OD493014/2024-2025:Supply and erection of 180 MM (6 Kg/Cm2) or above dia PVC Casing(lSl Marked)
and labour charoes of convevance to site etc. | 27 | metre | 821.69 ₹22,185.63 | 874.14 ₹23,601.78 |
| 1.00 | OD494218/2024-2025:Supply and erection of 180 mm (10 kg/cm2) or above dia PVC Casing (ISIS Marked) and labour charges of conveyance to site etc. | 18 | metre | 895.68 ₹16,122.24 | 952.85 ₹17,151.30 |
| 1.00 | OD493017/2024-2025:Cost of 180 mm PVC end cap | 1 | each | 245.34 ₹245.34 | 261 ₹261 |
| 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 | 2.47 | cum | 255.21 ₹630.88 | 271.5 ₹671.15 |
| 1.01 | OD493018/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 6.55 | cum | 4,215.23 ₹27,618.19 | 4,484.29 ₹29,381.07 |
| 1.01 | OD493013/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 2.26 | cum | 4,878.2 ₹11,005.22 | 5,189.57 ₹11,707.67 |
| 1.01 | OD493015/2024-2025:Supplying and fixing Concrete door frames of size 80x210 cm including cost and conveyance of all materials and labour charges etc. complete including reinforcement work and form work etc. complete | 1 | each | 1,647.27 ₹1,647.27 | 1,752.42 ₹1,752.42 |
| 1.01 | 50.9.2.3:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in -charge. using Vengai wood | 1.33 | sqm | 2,292.64 ₹3,049.21 | 2,438.98 ₹3,243.84 |
Tender Value
₹3.7 L
EMD Value
₹9,321
Closing Date
26 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/O the AEE,LSGD,KARADUKKA BLOCK
Digging bore well, Pipe line, Pump house, Tank etc
2025_LSGD_747424_3
TN/03/2024-25/AE/LIDEW/KDK
Open Tender
Civil Works - Roads
180 days
Delampadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹825
Yes
₹9,321
Yes
17 Apr 2026
18 Mar 2025
27 Mar 2025
18 Mar 2025
26 Mar 2025
18 Mar 2025
18 Mar 2025 - 26 Mar 2025
Amount
DRILLING BORE WELL, CONSTRUCTION OF PUMP HOUSE, PIPE LINE etc.
OD493016/2024-2025:Drilling Bore Well of Suitable size to accommodate well casing pipe of Intenal Dia not less than 150 mm for various strata up to 150 M below the Ground Level having an average 40 M Overburden in all classes of soil and rock inclusive of hire charges'for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil and other incidental items to complete the work but excludinq the cost of casinq pipe.
OD493014/2024-2025:Supply and erection of 180 MM (6 Kg/Cm2) or above dia PVC Casing(lSl Marked) and labour charoes of convevance to site etc.
OD494218/2024-2025:Supply and erection of 180 mm (10 kg/cm2) or above dia PVC Casing (ISIS Marked) and labour charges of conveyance to site etc.
OD493017/2024-2025:Cost of 180 mm PVC end cap
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
OD493018/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD493013/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
OD493015/2024-2025:Supplying and fixing Concrete door frames of size 80x210 cm including cost and conveyance of all materials and labour charges etc. complete including reinforcement work and form work etc. complete
50.9.2.3:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in -charge. using Vengai wood
50.9.4.2:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Pincoda wood
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
4.1.8: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 : 8 graded stone aggregate 40 nominal size)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
50.18.9.5.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2
50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50.18.9.2.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
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) : 4 graded stone aggregate 20 mm nominal size)
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
18.85.3:Providing and fixing stainless steel pipe of grade AISI 304 as per JIS standard 3448 complete with press type (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. ( The pipe length inserted in the fitting shall not be measured for payment). internal work- Exposed on wall.28.58 mm outer dia Pipe.
18.87.3:Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Coupling/SocketFor 28.58 mm outer dia pipe.
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
16.21:Engraving letters in hard stone
13.71:Lettering with black Japan pint of approved brand and manufacture
ABDUL JALEEL A (BID ID -2177604)
Bidder Name
ABBUBAKAR SIDDIC
ABDUL JALEEL A
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