Construction Of 33000 Gallons Capacity Rcc Dome Type Sr Wss Andoo Pushroo
Tender Value
16.95 Lakhs
Estimated cost
Bid Submission
07 Dec 2019
0 days left
EMD
33900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shangus → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 33000 Gallons Capacity Rcc Dome Type Sr Wss Andoo Pushroo
BOQ
| Name of Work: Construction of 33000 gallons capacity RCC dome type SR WSS Andoo Pushroo under JKIDFC...…. (Advt. Cost 16.95 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 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | 80% all kinds of soil | BI01010001010000000000000515BI0100001113 | 390.64 | Cum |
| 3 | 3 | 20% ordinary rock | BI01010001010000000000000515BI0100001114 | 97.66 | Cum |
| 4 | 4 | Extra for every additional lift of 1.5m or part thereof | BI01010001010000000000000515BI0100001115 | 151.91 | cum |
| 5 | 5 | P/Laying of stone soiling dry hand packed | BI01010001010000000000000515BI0100001116 | 12.26 | cum |
| 6 | 6 | Providing & laying in position cement concrete in 1:4:8 mix of specified grade exculding the cost of centering & shuttering all work upto plinth level.40mm stone agg. | BI01010001010000000000000515BI0100001117 | 8.18 | 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: 2: 4) mix 1 cement 2 coarse sand 4 graded stone agg) 20mm nominal size. | BI01010001010000000000000515BI0100001118 | 4.35 | cum |
| 8 | 8 | P/L in position specified grade of RCC excld cost of centering, shuttering finishing and reinforcement all work upto plinth level 1:1:2 (1 cement: 1 coarse sand: 2 stone agg 20mm nominal size) | BI01010001010000000000000515BI0100001119 | ||
| 9 | 9 | Raft | BI01010001010000000000000515BI0100001120 | 22.15 | Cum |
| 10 | 10 | Walls | BI01010001010000000000000515BI0100001121 | 19.17 | cum |
| 11 | 11 | Reinforced cement conc. Work in beams suspended floors roofs having slope upto 15 degree landings balconies shelves chajjas lintels bands plain windlw sills stair cass and spiral stair cases 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. | BI01010001010000000000000515BI0100001122 | 2.35 | cum |
| 12 | 12 | Reinforced cement conc. Work in Arches, archribs, domes, valuts, shells, folded plate & roofs having slope more than 15 degree upto floor five level excluding the cost of centering, shuttering & reinforcement with 1:2:4) mix 1 cement 2 coarse sand 4 graded stone agg) 20mm stone agg. | BI01010001010000000000000515BI0100001123 | 6.21 | cum |
| 13 | 13 | P/L in position cement conc. Of specified grade excl. cost of centering, shuttering all work upto plinth level in 1:2:4 mix (1 Cement 2 Course Sand : 4 graded stone agg) 20mm nominal size | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | Ring beam | BI01010001010000000000000515BI0100001125 | 2.35 | Cum |
| 15 | 15 | Dome | BI01010001010000000000000515BI0100001126 | 6.21 | cum |
| 16 | 16 | Reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete TMT Bars. | BI01010001010000000000000515BI0100001127 | 4080 | KG |
| 17 | 17 | Extra for providing/mixing water proofing compound in cement conc work | BI01010001010000000000000515BI0100001128 | 504 | KG |
| 18 | 18 | Centering & shuttering, including strutting, propping & removal of form work for | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | Foundations, | BI01010001010000000000000515BI0100001130 | 16.76 | SQM |
| 20 | 20 | walls | BI01010001010000000000000515BI0100001131 | 220.38 | SQM |
| 21 | 21 | Sluice chamber walls | BI01010001010000000000000515BI0100001132 | 49.84 | SQM |
| 22 | 22 | Beam | BI01010001010000000000000515BI0100001133 | 16.99 | SQM |
| 23 | 23 | Dome | BI01010001010000000000000515BI0100001134 | 58.31 | SQM |
| 24 | 24 | Extra for Shuttering for circular work | BI01010001010000000000000515BI0100001135 | ||
| 25 | 25 | Foundations, | BI01010001010000000000000515BI0100001136 | 16.76 | SQM |
| 26 | 26 | walls | BI01010001010000000000000515BI0100001137 | 170.54 | SQM |
| 27 | 27 | Beam | BI01010001010000000000000515BI0100001138 | 16.99 | SQM |
| 28 | 28 | 12mm thick cement plaster in 1:3 mix with a fl,oating coat of neat cement | BI01010001010000000000000515BI0100001139 | 145.74 | SQM |
| 29 | 29 | 12mm thick cement plaster in 1:4 mix (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001140 | 117.12 | SQM |
| 30 | 30 | P/F of MS lid and ladder with angle iron frame 50x50x5mm thick and shutter with all locking arrangements incld priming coat of sttel primer and two coats of enemel paint | BI01010001010000000000000515BI0100001141 | ||
| 31 | 31 | Lid | BI01010001010000000000000515BI0100001142 | 2 | No |
| 32 | 32 | Aeration opening | BI01010001010000000000000515BI0100001143 | 3 | No |
| 33 | 33 | Ladder | BI01010001010000000000000515BI0100001144 | 1 | No |
| 34 | 34 | 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 . | BI01010001010000000000000515BI0100001145 | 163.69 | Cum |
| 35 | 35 | Carraige of material from diferent sources to nearest dumping site of work & incl loading, unloading & stacking | BI01010001010000000000000515BI0100001146 | ||
| 36 | 36 | Cement/ Steel avg. 30kms | BI01010001010000000000000515BI0100001147 | 37.26 | MT |
| 37 | 37 | Sand /aggavg 30kms | BI01010001010000000000000515BI0100001148 | 87.8 | Cum |
| 38 | 38 | Stone soling avg 15kms | BI01010001010000000000000515BI0100001149 | 12.2 | cum |
| 39 | 39 | Extra carriage of materials by manual labour from dumping site to actual site of work for avg distance of 50mtrs. | BI01010001010000000000000515BI0100001150 | ||
| 40 | 40 | Cement | BI01010001010000000000000515BI0100001151 | 33.18 | MT |
| 41 | 41 | Steel | BI01010001010000000000000515BI0100001152 | 4.08 | MT |
| 42 | 42 | Sand/agg | BI01010001010000000000000515BI0100001153 | 87.8 | cum |
| 43 | 43 | Stone soling | BI01010001010000000000000515BI0100001194 | 12.26 | cum |
AI Tender Summary
Tender Timeline
Nov 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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