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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₹37.9 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹40.5 L+₹2.6 L (6.77%)Rejected-AOC | L2 | Rejected-AOC Not Being L1 | |
| 3 | L3₹41.2 L+₹3.3 L (8.72%)Rejected-AOC AKKAMAHADEVI ROAD VIJAYAPURA 586101 | VIJAYAPURA | VIJAYAPURA | KARNATAKA | 586101 | L3 | Rejected-AOC Not Being L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Does not satisfy the criteria of ITR, did not sign the tender document and did not submit dully filled and signed Annexure III, Integrity Pact and No relation certificate. |
Tender Value
₹38.9 L
EMD Value
₹97,200
Closing Date
29 Jul 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Archaeologist, ASI, Dharwad Circle,
O/o Superintending Archaeologist, Archaeological Survey of India, Dharwad Circle, Behind Kannada Sahitya Bhavan, Near R N Shetty Stadium, Dharwad-580008
EXECUTION OF WORK UNDER CONSERVATION TO ISHWAR (NO LOCAL NAME) AT AIHOLE DIST-BAGALKOT FOR THE YEAR 2023-24.
2024_ASI_815586_1
Sout/Dhar/Aiho/23I/16167847
Open Tender
Civil Works
Works
120 days
Ishwar, Aihole
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹97,200
Yes
8 Jan 2025
9 Jul 2024
30 Jul 2024
9 Jul 2024
29 Jul 2024
9 Jul 2024
Amount
EXECUTION OF WORK UNDER CONSERVATION TO ISHWAR (NO LOCAL NAME) AT AIHOLE DIST-BAGALKOT FOR THE YEAR 2023-24.
De-watering of ancient well for de-silting work using 10 HP water pump to drain out thewater properly including laying of supply line to main drain, including cost of diesel, pump, labour and material charges, lube oils, cleaning the screen guard of pump every interval etc. complete
De-silting the ancient well forrejuvenation of water quality and for opening up the clogged natural springs by using mechanicaldevices or by head load , includingshifting of silt away from site (at least 02 Kms), including cost of materials, labour etc., without causing any damage to the monument and protected area, etc. complete as per the direction of site in charge.
Earth work excavation by manual means for removing earth and lowering the ground for aproning work and laying flooring including disposing soil away from the site, without causing any damage to the monument and protected area, etc. complete as per the direction of site in charge.
Providing and laying in position plain cement concrete for levelling coursefor all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) using 40 mm nominal size graded crushed coarse aggregates.
Providing & laying sandstone flooring around the temple, ramp, landing, etc., in.1:6 Lime Mortar using slab sandstone slab of size 1.0m x0.50m average thickness if 0.10-0.12 m including, dressing, laying with fine joints with properslope etc. complete, all asper specification without causing any damage to the monument and protected area, as per the direction of site in charge.
Providing & fixing new kerb stone for sides of aproning/ flooring wherever necessaryusing sand stone slabs of size 1.0m x 0.5m with average thickness of 0.10-0. 12m, including dressing and laying with proper joints, etc., complete, asper specification without causing any damage to the monument and protected area, as per the direction of site in charge.
Disposal of debris (debris remained after conservation work of temple) spread over the protected area of the monument complex which includes stone of various sizes etc. complete, all as per specification without causing any damage to the monument and protected area,as per the direction of site in charge.
Providing and laying lime concrete with 50% finely ground Lime Mortar (1:2) and 50% 20mm down size brick aggregate for watertightening work to the roof of the monument & subshrines for an average thicknessof 150 – 200 mm including proper leveling in necessary gradient, ramming, compacting, curing up to 15 days or till setting, including cost of materials, labour charges, loading, unloading, conveyance charges, dressing, etc, complete; all as per specification & as directed by the engineer in charge.
Removing of old rusted barbed wire fencing including M.S. angles etc. carefully and stocking the same at proper safety place as per the direction of the site in charge etc. , all asper specification without causing any damage to the monument and protected area,as per the direction of site in charge.
Providing & fixing the M.S.Grill of size 2.00m length x 1.20m in height, with outer frame of 35X 4 mm MS Flats with 16mm Sq bars as verticals placed at 10 cm c/c with pointed edges at top as per the drawing, fixed to the existing compound wall using M.S. Angles of size 40 x 40 x 4mm as per the design drawing enclosed. Which includes neat grinding, welding & finishing & making holes of 13 mm dia for fixing the grill to the M.S. angle with nuts & bolts including fabrication, applying, applying two coats of approved color enamel paint over one coat of red oxide primer, hold fast embedded in concrete 1:3:6 etc., complete all as per the specification & directions of the engineer-in-charge.
Providing and fixing safety grill (Railing) around the well including fixing specially customized die-cast iron vertical post of size 3’-6" height and 4.5” base dia and 3” dia at topwith horizontal pipe of outer dia 1.5” passing through vertical post, all as per drawing including cost of materials, labour charges, fabricating, painting, fixing with anchor bolts etc. complete, as per the specification & directions of the engineer-in-charge
waddar
DHARMENDRA P JADHAV
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