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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC Accepted vide Resolution No. 64(2)/25 dtd. 24/03/2025 of Payyavoor GP. | |
| 2 | L2₹4.2 L+₹19,834.01 (5.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted. |
Tender Value
₹4.2 L
EMD Value
₹10,473
Closing Date
22 Mar 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASST ENGINEER PAYYAVOOR GRAMA PANCHAYAT
ASST ENGINEER PAYYAVOOR GRAMA PANCHAYAT
Payyavoor Grama Panchayat Annual Plan 2024-25 Project No - 289/25 Providing Drinking water Facility for LIFE Beneficiaries in Eattuparathattu
2025_LSGD_750446_4
09/2024-25/AE/LIDEW/PYR
Open Tender
Civil Works - Water Works
Item Rate
PAYYAVOOR GRAMA PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹925
Yes
₹10,473
Yes
29 May 2025
15 Mar 2025
24 Mar 2025
15 Mar 2025
22 Mar 2025
15 Mar 2025
Amount
Water supply scheme- A -PUMP HOSE AND TANK
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
OD483275/2024-2025: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
OD483276/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD486385/2024-2025:Providing and fixing Alu Zinc profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40 mm (+0.05%), thickness . Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Modified 12.50 )
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
B -PIPE LINE
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
50.18.9.6.1: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. 50 mm dia 10Kgf/cm2
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/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
18.62.5:Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P / H.P.H.D plastic ball.50 mm nominal bore, 242 mm long weighing not less than 1240 gms.
18.62.4:Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P / H.P.H.D plastic ball.40 mm nominal bore, 206 mm long, weighing not less than 690 gms
18.85.2: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.22.22 mm outer dia pipe.
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
drilling bore well and motor installation
OD517894/2024-2025:drilling bore well of 150 mm dia (based on GWD estimate -attached)
OD517895/2024-2025:Labour charges for supplying at site ,installation in to the bore,(180 mm dia,6kg/cm2 ISI PVC pipe)Based on GWD estimate attached
OD517897/2024-2025:180 mm end cap (based on GWD estimate attached)
OD517898/2024-2025:1.5SQ.mm copper 3. core flat cable for submersible pumps with 5% wastage etc
OD517899/2024-2025: supply and erecting HDP pipe 40 mm dia 10kg/cm2
OD517901/2024-2025:Supplying and erecting centrifugal pump set for 1.00 HP =.75 kwh including cost of pump, motor, panel board, starter , capacitor, suction pipe for a length of 10 m foot valve, none return valve, and testing etc , complete rate adopted from KWA.
thomas v t (BID ID -2163875)
Bidder Name
SCARIA MANICKHATHAN
thomas v t
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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