Construction Of Afpf Barrack At Gibon Wildlife Sanctuary, Mariani Under Jorhat Forest Division.
Tender Overview
Project Description
Construction Of Afpf Barrack At Gibon Wildlife Sanctuary, Mariani Under Jorhat Forest Division.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Dec-2022 | BOQ Corrigendum | BOQ | 26-Dec-2022 |
| 2 | 25-Dec-2022 | BID DOCUMENT | Other | 26-Dec-2022 |
| 3 | 25-Dec-2022 | DATE CORRIGENDUM | Date | 07-Jan-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation work by mechanical means (Hydraulic excavator)/manual means in foundation treanches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.2.8.1 All kind of soil |
| 2 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 4.1.5) 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5) 1:3:6 (1 Cement:3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregrate 20 mm nominal size. |
| 4 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete below plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 5 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete below plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 6 | Mid steel and Medium Tensil steel bars |
| 7 | 5.9) Centering and shuttering including strutting, propping etc. and removal of formworks: |
| 8 | Providing and lying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. All work up to plinth level:5.1.3A 1:2:4 91 cement : 2 coarse and including manufactured sand derived from Recycled Concrete aggregrate (RCA) up to 20 %: 4 graded stone aggregrate 20 mm nominal size of Recycled Concrete Aggregrate (RCA) up to 20%) |
| 9 | Reinforcement cement concrete work in walls (any thickness), including sttached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding xost of centering, shuttering, finishing and reinforcement:5.2.2A 1:1.5:3 (1cement:1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregrate (RCA) upto 20% : 3 graded stone aggregrate 20mm nominal size Recycled Concrete Aggregrate (RCA) upto 20% |
| 10 | Bricks work with common burnt clay modular brick of class designation 7.5 in foundation and plinth in:6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering, lead up to 50m and lift upto 1.5 m |
| 12 | providing and lying damp-roof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse and (Zone-III) including manufactured sand derived from Recycled Concrete aggregrate (RCA) upto 25% : 4 graded stone sggregrate 12.5 mm nominal size (Recycled Concrete Aggregrate (RCA) upto 25% |
| 13 | Half brick masonry with common burnt clay FPS (non modular) bricks of class designation 75 in foundations and plinth in:6.12.2 cement mortar 1:4 (1 cement:4 coarse sand) |
| 14 | Steel work in built up tabular (round, squar or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.3 Electric resistance or induction butt welded tubes. |
| 15 | Providing corrugated GS sheet roofing including vertical/curved surface fixed with polymer coated Jor L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washer or with G.I. limpet wahsers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto 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.12.1.3.) 0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 16 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymar coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 17 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash faster shall be paid for seperately).9.1.3 Kiln seasoned and chemically treated hollock wood |
| 18 | 15 mm cement plaster on rough side of single or half brick wall of mix:13.2.1 1:4 (1 cement: 4 fine sand) |
| 19 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges or required size with necessary serews, excluding panelling which will be paid for seperately, all complete as per direction of Engineer0in0charge. (Note:- Butt hinges and necessary screws shall be paid seperately)9.5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.1 35mm thick shutters |
| 20 | Prviding and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:2001 (Part-B), fixing with butts hings of required size with necessary screws, all complete as per directons of Engineer-in-charge and panelling with panels of:9.61 12 mm thick plain grade-I, medium density flat pressed three layer particle board FPT-I or graded wood particle board FPT-I, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848: |
| 21 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.9.9.2.2 30 mm thick |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. floats, square o round bars etc. including priming coat with approved steel primer all complete.9.48.2 fixed to openings/wooden frames with rawl plugs screws etc. |
| 23 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregrate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete.11.3.1 40 mm thick with 20 mm nominal size stne aggregrate. |
| 24 | Cement plaster sjirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick |
| 25 | Painting & Colour Washing |
| 26 | Add sanitary and water supply works |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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