Construction Of Semi Covered Shed For Biomass Pellets In Chp Area At Igstpp Jharli
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Jun 2022
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
1065
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jharli → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Semi Covered Shed For Biomass Pellets In Chp Area At Igstpp Jharli
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Jun-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 11-Jun-2022 |
| 2 | 25-May-2022 | Errata corrigendum-1 | Other | 30-May-2022 |
| 3 | 25-May-2022 | BOD Extension-1 | Date | 30-May-2022 |
| 4 | 30-May-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 03-Jun-2022 |
| 5 | 03-Jun-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 07-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Subhead: Carriage by Mechnical Means |
| 2 | Carriage of material by mechnical Tansport including loading, unloading and stacking. |
| 3 | Earth up to 1Km |
| 4 | Earth Work |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 6 | All kind of soil |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 8 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 9 | Sub Head: Plain Cement Concrete |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 12 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 14 | Foundations, footings, bases for columns |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 16 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 17 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 18 | Sub Head: Reinforced Cemnet Conrete |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete |
| 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 26 | All works upto plinth level |
| 27 | All works above plinth level upto floor V level |
| 28 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Structural steel to be issued Free of cost from APCPL store under this item) |
| 29 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Structural steel to be issued Free of cost from APCPL store under this item) |
| 30 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 31 | Sub Head : Roofing |
| 32 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 33 | 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 34 | Providing ridges or hips of width 60 cm overall width plain G.S. Sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. |
| 35 | 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 36 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 37 | SubHead: Plastering & Finishing |
| 38 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 39 | 1:6 (1 cement: 6 fine sand) |
| 40 | Finishing walls with water proofing cement paint of required shade : |
| 41 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 42 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 43 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 44 | Subhead: Road Works |
| 45 | Supplying and stacking at site. |
| 46 | 63 mm to 45 mm size stone aggregate |
| 47 | Moorum |
| 48 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 49 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 50 | Non Schedule Items |
| 51 | Brick work with Ash Bricks in foundation, plinth/ Super Structure up to floor V level in all shape and sizes with Cement mortar 1:6 (1 cement : 6 coarse sand) also proper filling of the gaps between the brick during masonary. (Ash bricks will be in scope of Agency). |
AI Tender Summary
Tender Timeline
Jun 07, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 11, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 30, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 30, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 03, 2022
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 07, 2022
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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