Construction Of 1.10 Lac Gallons Capacity Rcc Sr For Wss Larnoo(Under Nabard)
Tender Value
32.40 Lakhs
Estimated cost
Bid Submission
01 Nov 2019
0 days left
EMD
64800
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokernag → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 1.10 Lac Gallons Capacity Rcc Sr For Wss Larnoo ( Under Nabard )
BOQ
| Name of Work: Construction of 1.10 lac gallons capacity RCC SR for WSS Larnoo(Under NABARD)..…. (Advt. Cost 32.40 Lacs) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 Sqm on plan) incl. disposal of excavated earth upto 1.m from cutting edge disposed earth to be levelled & neatly dressed. in all kinds of soil. | BI01010001010000000000000515BI0100001112 | 942.88 | cum |
| 2 | 2 | Extra for every additional lift of 1.5 or part thereof in all kinds of soil | BI01010001010000000000000515BI0100001113 | 327.82 | cum |
| 3 | 3 | Filling available excavated earth (excl. Rock) in trenches plinth sides of foundation etc in layers not exceeding 20cm in depth consolidating each layer by ramming & watering lead upto 50mtrs & lift upto 1.50 meter . | BI01010001010000000000000515BI0100001114 | 273.81 | Cum |
| 4 | 4 | Providing / laying of stone soiling dry hand packed | BI01010001010000000000000515BI0100001115 | 45.75 | cum |
| 5 | 5 | Providing & laying in position cement concrete in specified grade excluding the cost of centering & shuttering 1:4:8 mix 1 cement 4 fine sand 8 graded stone agg) 40mm stone agg. | BI01010001010000000000000515BI0100001116 | 19.89 | cum |
| 6 | 6 | Providing & laying in position cement reinforced concrete excluding the cost of centering & shuttering MS reinforcement all work upto plinth levdel in 1:1.5: 3 mix 1 cement 1.5 coarse sand 3 graded stone agg) 20mm stone agg. | BI01010001010000000000000515BI0100001117 | 46.9 | cum |
| 7 | 7 | Reinforced cement conc. Work in walls (any thickness) incl. attached pilasters, butresses, plinth & string courses, fillets, columns, pillars, piers, abutments, post & struts etc. upto floor five level excl. cost of centering, shuttering , finishing & reinforcement (1: 1.5: 3) mix 1 cement 1.5 coarse sand 3 graded stone agg) 20mm nominal size. | BI01010001010000000000000515BI0100001118 | 41.57 | cum |
| 8 | 8 | Reinforced cement conc. Work in walls (any thickness) incl. attached pilasters, butresses, plinth & string courses, fillets, columns, pillars, piers, abutments, post & struts etc. upto floor five level excl. cost of centering, shuttering , finishing & reinforcement (1: 2: 4) mix 1 cement 2 coarse sand 4 graded stone agg) 20mm nominal size. | BI01010001010000000000000515BI0100001119 | 18.53 | cum |
| 9 | 9 | Reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete TMT Bars. | BI01010001010000000000000515BI0100001120 | 8600 | KG |
| 10 | 10 | Centering shuttering, incld proping, strutting & removal of same for | BI01010001010000000000000515BI0100001121 | ||
| 11 | 10.1 | Foundation, footings bases of columns etc for mass conc. | BI01010001010000000000000515BI0100001122 | 16.99 | SQM |
| 12 | 10.2 | Walls any thickness including attached pilasters butresses plinth & string course. | BI01010001010000000000000515BI0100001123 | 356.57 | SQM |
| 13 | 10.3 | Dome | BI01010001010000000000000515BI0100001124 | 165.82 | SQM |
| 14 | 10.4 | Extra for Arches domes valuts upto 6m span | BI01010001010000000000000515BI0100001125 | 165.82 | SQM |
| 15 | 11 | Extra for shuttering in circular work 20% of centring shuttering | BI01010001010000000000000515BI0100001126 | ||
| 16 | 11.1 | Foundation | BI01010001010000000000000515BI0100001127 | 16.99 | SQM |
| 17 | 11.2 | Walls | BI01010001010000000000000515BI0100001128 | 356.67 | SQM |
| 18 | 12 | P/F of MS lid with locking arrangement complete | BI01010001010000000000000515BI0100001129 | 63 | KG |
| 19 | 13 | Carraige of material from Div. Store Bijbehara to nearest dumping site of work & incl loading, unloading & stacking | BI01010001010000000000000515BI0100001130 | ||
| 20 | 13.1 | Cement/ Steel avg. 55kms | BI01010001010000000000000515BI0100001131 | 58.09 | MT |
| 21 | 13.2 | Sand/bajri avg 55kms | BI01010001010000000000000515BI0100001132 | 184.74 | cum |
| 22 | 13.3 | Stone soling avg. 15kms | BI01010001010000000000000515BI0100001133 | 45.75 | cum |
| 23 | 14 | Extra carriage of materials by manual labour from dumping site to actual site of work for avg distance of 350mtrs. | BI01010001010000000000000515BI0100001134 | ||
| 24 | 14.1 | Cement | BI01010001010000000000000515BI0100001135 | 49.49 | MT |
| 25 | 14.2 | Steel | BI01010001010000000000000515BI0100001136 | 8.6 | MT |
| 26 | 14.3 | Sand/bajri avg 55kms | BI01010001010000000000000515BI0100001137 | 184.74 | cum |
| 27 | 14.4 | Stone soling | BI01010001010000000000000515BI0100001143 | 45.75 | cum |
AI Tender Summary
Tender Timeline
Oct 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 01, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 02, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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