Construction Of Over Head Water Tank At Payyaroad In Vandazhy Gp
Tender Value
11 Lakhs
Estimated cost
Bid Submission
28 Aug 2020
0 days left
EMD
27500
Bank guarantee accepted
Document Fee
2200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NENMARA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Over Head Water Tank At Payyaroad In Vandazhy Gp
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Aug-2020 | date corrigendum1 | Date | 28-Aug-2020 |
BOQ
| Work Name:Nenmara Block 78/2020-21: Construction of OH water tank for Payyaroad SC colony in Vandazhy GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bore Well | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 30.72 | cum |
| 3 | 1.002 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001115 | 3.072 | cum |
| 4 | 1.003 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 7.68 | cum |
| 5 | 1.004 | 4.2.2 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 27.706 | cum |
| 6 | 1.005 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001118 | 18.72 | sqm |
| 7 | 1.006 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001119 | 7.2 | sqm |
| 8 | 1.007 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001120 | 66.216 | sqm |
| 9 | 1.008 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001121 | 49.2 | sqm |
| 10 | 1.009 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001122 | 47.34 | sqm |
| 11 | 1.01 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001123 | 92.92 | sqm |
| 12 | 1.011 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001124 | 4320 | kilogram |
| 13 | 1.012 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001125 | 180.458 | sqm |
| 14 | 1.013 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001126 | 66.34 | sqm |
| 15 | 1.014 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001127 | 180.46 | sqm |
| 16 | 1.015 | 13.71 : Lettering with black Japan pint of approved brand and manufacture | BI01010001010000000000000515BI0100001128 | 1500 | per Letter per cm height |
| 17 | 1.016 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001129 | 30 | sqm |
| 18 | 1.017 | 50.18.9.18.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001130 | 45 | metre |
| 19 | 1.018 | 50.18.9.7.1 : 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. 63 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001131 | 50 | metre |
| 20 | 1.019 | 51.18.12.7 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 65 mm nominal dia | BI01010001010000000000000515BI0100001132 | 35 | metre |
| 21 | 1.02 | 51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia | BI01010001010000000000000515BI0100001133 | 20 | metre |
| 22 | 1.021 | 10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | BI01010001010000000000000515BI0100001134 | 200 | kg |
| 23 | 1.022 | od861552/2020_2021 : Supplying and fixing 65 mm GI bend including all charges | BI01010001010000000000000515BI0100001135 | 10 | each |
| 24 | 1.023 | od861553/2020_2021 : Supplying and fixing 65 mm GI elbow including all charges | BI01010001010000000000000515BI0100001136 | 10 | each |
| 25 | 1.024 | od861554/2020_2021 : Supplying and fixing 65 mm GI coupling including all charges | BI01010001010000000000000515BI0100001137 | 20 | each |
| 26 | 1.025 | od861936/2020_2021 : Supplying and fixing 50mm GI coupling including all charges | BI01010001010000000000000515BI0100001138 | 3 | each |
| 27 | 1.026 | 19.18.1 : Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg | BI01010001010000000000000515BI0100001139 | 2 | each |
| 28 | 1.027 | 18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001140 | 2 | each |
AI Tender Summary
Tender Timeline
Aug 27, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 28, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 28, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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