Archaeological Survey Of India Tender
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Costs
EMD
₹ 25,505Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ASI_830129_1Bid Award Id
ViewTender No
8/21/MW-Hort/2024/CHDTender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
MW TO REDEVELOPMENT OF ARCHAEOLOGICAL GARDEN AT RUINED QUILA (PRITHVIRAJ CHAUHANS FORT) HANSI, HISAR, HARYANA
MW TO REDEVELOPMENT OF ARCHAEOLOGICAL GARDEN AT RUINED QUILA (PRITHVIRAJ CHAUHAN FORT) HANSI, HISAR, HARYANA
BOQ Items
Supplying and stacking Cow dung manure at site including royalty and carriage etc. complete (Manure measured in stacks will be reduced by 8% for payment).
121.45
-
-
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
6072.63
-
-
Fine dressing the ground.
6072.63
-
-
Spreading of dump manure or / and good earth in required thickness (Cost of dump manure and good earth to be paid separately)
273.26
-
-
Mixing earth and manure in proportion specified of directed by site incharge
273.26
-
-
Supplying & Stacking of Selection no1 Grass at site fresh and free from weeds having proper roots in green (One sqm. Selection no1 Grass will cover 10 sqm area)
607.26
-
-
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed. In rows 5 cm apart in both directions
6072.63
-
-
Removal of malba by Mechanical transport from working site to municipal damping ground including loading and unloading.
9.11
-
-
Excavating of trenches of required width for pipes not exceeding 80mm dia including excavation for sockets and dressing of sides, ramming of bottoms, and depth up to 1.5 Mtrs. (But not less than 90cm.) including getting out the excavated soil and then returning the soil as required in layers and not exceeding 20cm in depth including each deposited layers should be consolidating by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. (The length of the trench may be decreased or increased as per actual requirement of the site).
527
-
-
Supplying of 2” (6kg/cm²) G.I. Pipe ISI marked at site
527
-
-
Supplying of 2” G.I. Socket at site
45
-
-
Supplying of 2” G.I Tee at site
20
-
-
Supplying of 2” x ¾” G.I. Tee at site
43
-
-
Supplying of ¾” G.I Socket at site
43
-
-
Supplying of 2” G.I. Elbow at site
10
-
-
Supplying of 9” x ¾” G.I. Nipple at site
43
-
-
Supplying of ¾” P.V.C. QRC at site
43
-
-
Supplying of ¾” P.V.C. Sprinkler with P.V.C. Key at site
43
-
-
Supplying of 2” G.I. Gate valve at site
5
-
-
Supplying of 2” G.I. Union at site
6
-
-
Supplying of 2” G.I End cap at site
17
-
-
laying & fittings charges of G.I pipe ( 527 Mtr) including fittings of accessories like sleeve coupler, tee, sockets , elbow, gate valve , nipple and all other charges of plumbing as per site condition and directed by the Site-in-charge.
1
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-
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