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Tender For Construction Of 4 Roomsin Gsss Neri Nagarin Block Deha, 3Rooms In Gsssdhabas In Block Chopal ,Gsss Mandal In Block Jubbal, 2 Rooms In Gsss Khaddar In Block Chopal , Gsss Giltari In Blockjubbal, Gsss Bharariain Block Mashobra, Gsss Bychari Block

Issued by Government Departments · jubbal, Himachal Pradesh
Tender Value
1.46 Crore
Estimated cost
Bid Submission
02 Sep 2024
0 days left
EMD
2.92 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
jubbal → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction of 4 Roomsin GSSS NERI NAGARin Block DEHA, 3Rooms in GSSSDHABAS in Block Chopal ,GSSS MANDAL in Block JUBBAL, 2 Rooms in GSSS KHADDAR in Block Chopal , GSSS GILTARI in BlockJUBBAL, GSSS BHARARIAin Block Mashobra, GSSS BYCHARI Block Shimla-4, Distt. Shimla (HP) under RMSA-2022-23

BOQ

Name of work : Construction of 4 Roomsin GSSS NERI NAGARin Block DEHA, 3Rooms in GSSSDHABAS in Block Chopal ,GSSS MANDAL in Block JUBBAL, 2 Rooms in GSSS KHADDAR in Block Chopal , GSSS GILTARI in BlockJUBBAL, GSSS BHARARIAin Block Mashobra, GSSS BYCHARI Block Shimla-4, Distt. Shimla (HP) under RMSA-2022-23
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
2All kinds of soil
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
4Ordinary rock
5Earth 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.
6All kinds of soil.
7Filling 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 up to 1.5 m.
8Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
101:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
111:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
12Providing 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 :
131:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
14Providing and laying in position plum concrete with hard stone boulders in retaining walls etc up to all height and level, in required size and shape etc. with cement concrete of mix 1:3:6 (1 Cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size) using 40 % plum / hard stone boulders of size 150 mm to 300 mm, excluding cost centring and shuttering all complete as per the direction of Engineer-in-charge.
15Centering and shuttering including strutting, propping etc. and removal of form work for :
16Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
17Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
181:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
19Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
201:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
21Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
22Centering and shuttering including strutting, propping etc. and removal of form for :
23Foundations, footings, bases of columns, etc. for mass concrete
24Suspended floors, roofs, landings, balconies and access platform
25Shelves (Cast in situ)
26Lintels, beams, plinth beams, girders, bressumers and cantilevers
27Columns, Pillars, Piers, Abutments, Posts and Struts
28Stairs, (excluding landings) except spiral-staircases
29Weather shade, Chajjas, corbels etc., including edges
30Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all floorlevel.
31Thermo-Mechanically Treated bars of grade Fe-500D or more.
32Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
33Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
34Cement mortar 1:6 (1 cement : 6 coarse sand)
35Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
36Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
3735 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
38Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
39Fixed to steel windows by welding.
40Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
41250x16 mm
42Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
43250x10 mm
44Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
45125 mm
46Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
47Twin rubber stopper
48Structural 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.
49Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
50Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
51Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units.
52Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
53Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
54Providing & fixing glass panes in steel doors, windows, clerestory windows all complete with :
554.0 mm thick glass panes.
56Providing 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 approved steel primer.
57M.S. tube.
58Providing and layingGVTvitrified floor tiles of approvedin smooth finish Vitrified tiles in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
59Size of Tile 600x600 mm
60Providing and layingGVTvitrified floor tiles of approvedin smooth finish Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete.
61Size of Tile 600x600 mm
62Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
63110 mm diameter
64Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.
65Coupler
66110mm
67Bend 87.5°
68110 mm bend
69Providing and fixing precoated profiled colour coated Galvalume profile sheets of TATA Durashine/ JINDAL Coloron / CRILL(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.5 mm (min. total coated thickness ) tensile strength 550 mpa steel grade,composition -55% Aluminium, 43.4% ZInc & 1.6% Silicon ,strength As per IS 1397 - 1993, base metal high tensile steel. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, 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.
70Providing and fixing precoatedplain Galvalume profile sheets of TATA Durashine /JINDAL Coloron /CRILLas approved by Engineer-in-charge 0.470 mm (min. total coated thickness ) tensile strength 550 mpa steel grade,composition -55% Aluminium, 43.4% ZInc & 1.6% Silicon ,strength as per IS 1397 - 1993, base metal high tensile steel sheet600 mm wide plain precoated sheet for ridges / valleys / flashings / gutters or 200 mm to 600 mm wide E-Board / E Board bottom with nominal 40 mum zinc coated or nominal 25 mum zinc-tin alloy coated, hexhead, self-drilling screws as per AS 3566-2002 class 3 fasteners woth EPDM / Cyclonic washer all complete as per the direction of the Engineer -in-charge.
71Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately).
726 mm thick Cement fiber board as per IS: 14862
7312 mm cement plaster of mix :
741:6 (1 cement: 6 fine sand)
7515 mm cement plaster on the rough side of single or half brick wall of mix :
761:6 (1 cement: 6 fine sand)
77Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
78New work (two or more coats) over and including water thinnable priming coat with cement primer.
79Finishing walls with Acrylic Smooth exterior paint of required shade :
80New 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).
81Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
82Two or more coats on new work.
83Providing and applying white cement based putty of approved brand and manufacture , minimum @ 6 kg/10 sqm, over the plastered /wall surface to prepare the surface even and smooth all complete.
84Providing and fixing 22 gauge chiken wire mesh in required size and shape 150 mm wide and fixed with Bombay nails on vertical and horizontal junctions of RCC and AAC block masonary i/c scaffholding, all leads and lifts etc. Before plastering of surface all complete as per direction of E-In-Charge.
85Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
86Size 450x300x150 mm

AI Tender Summary

OUR REF NO 44909451
AUTHORITY Government Departments
TENDER VALUE 1.46 Crore
LAST DATE 02-09-2024
Authority
Authority Name Bharat Sanchar Nigam Limited
Work Description Construction of 4 Roomsin GSSS NERI NAGARin Block DEHA, 3Rooms in GSSSDHABAS in Block Chopal ,GSSS MANDAL in Block JUBBAL, 2 Rooms in GSSS KHADDAR in Block Chopal , GSSS GILTARI in BlockJUBBAL, GSSS BHARARIAin Block Mashobra, GSSS BYCHARI Block Shimla-4, Distt. Shimla (HP) under RMSA-2022-23
Basic Detail
Tender No EE/ BSNL/CD/SML/DB/Year 2024-25/14
Bidding Type Tender
Location
City jubbal
State Himachal Pradesh
Key Dates
Publish Date 24 Aug 2024
Submission Date 02 Sep 2024
Open Date 05 Sep 2024
Finance
Tender Value 1.46 Crore
Tender Fee 1180
EMD 2.92 Lakhs
Exemption Not Available
Document List
1f82f7f4-6ac2-441e-9925-272cc6dc1bb6.html
BOQ_225194.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 24, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 02, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 05, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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Tendernotice_1.pdf

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