Bharat Sanchar Nigam Limited Tender
Bidassist allows us to explore new opportunities across the whole world so as to support the growth of the business. It is designed in such a manner that if we need any kind of information about any government e-tender the Himachal Pradesh government has posted on its website, Bidassist provides the same in a very hassle-free manner. As BidAssist is designed as a very user-friendly website which helps us find the specific Himachal Pradesh etender we are looking for.
Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date1 Aug 2024
Closing Date9 Aug 2024
Tender Amount₹ 1,06,28,799
Costs
EMD
₹ 2,12,576Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BSNL_203479_1Bid Award Id
ViewTender No
EE/ BSNL/CD/SML/DB/Year 2024-25/12Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Ordinary rock
30
-
-
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.
100
-
-
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50m.
-
-
-
Ordinary rock
25
-
-
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 up to 1.5 m.
250
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
45
-
-
1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5
-
-
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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 :
-
-
-
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1
-
-
Providing 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.
725
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
-
-
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
450
-
-
Supplying & back filling with well graded stone boulders of size 150 mm to 300 mm behind retaining wall complete as per the directions of the Engineer-in-charge. (Note :- 30% deductions in measurements shall be made for voids).
85
-
-
Providing and fixing 110 mm dia Rigid PVC pipe (working pressure 4 kg / sqcm) conforming to IS : 13592 type A in retaining walls for use as weep holes, laid to required slope complete as per the directions of the Engineer-in-charge.
510
-
-
Providing 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 :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
20
-
-
Reinforced 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 :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9
-
-
Reinforced 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).
9
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
30
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
15
-
-
Suspended floors, roofs, landings, balconies and access platform
16
-
-
Shelves (Cast in situ)
3
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
69
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
35
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to all level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
6500
-
-
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
150
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
10
-
-
Brick 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 :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
9
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand).
10
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
-
-
-
Granite stone slab colour black, Cherry/Ruby red
-
-
-
Area of slab over 0.50 sqm
20
-
-
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
-
-
-
Granite work
40
-
-
Providing and laying Unistone or equivalent make Glass reinforced Concrete (GRC) wall cladding Tiles of approved size and thickness as per manufacturer specifications in Castle stone/Cera Brick shade or as per architectural drawing in superstructure(Above plinth level to all levels) with 8 mm verticle and horizontal groove in tiles and fixed over 12 mm thick average base in cement mortar 1:3 (1 Cement: 3 Coarse sand) with manufacturer adhesive @ 3.3 Kg/ Sqm and all grooves in tiles shall also be filled with manufacturer adhesive also all complete as per the direction of Engineer-in-charge and Architectural Drawings.
30
-
-
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
2
-
-
Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge.
-
-
-
300x16 mm
2
-
-
Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge..
-
-
-
250x10 mm
2
-
-
200x10 mm
6
-
-
Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge..
-
-
-
125 mm
12
-
-
Providing 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.
-
-
-
Twin rubber stopper
4
-
-
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
1000
-
-
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.
2000
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
3500
-
-
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
-
-
-
Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
25
-
-
Providing 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.
-
-
-
(i)Single socketed pipes.
-
-
-
110 mm diameter
10
-
-
Providing 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.
-
-
-
Bend 87.5°
-
-
-
110 mm bend
2
-
-
Shoe (Plain)
-
-
-
110 mm Shoe
2
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
-
-
110 mm
5
-
-
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
2
-
-
Providing and fixing precoated tile 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 12 metre 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.
75
-
-
Providing and fixing precoatedplain Galvalume profile sheets of TATA Durashine /JINDAL Coloron /CRILL as 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 sheet 600 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.
20
-
-
12 mm cement plaster of mix :
-
-
-
1:6 (1 cement: 6 coarse sand)
250
-
-
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement: 6 coarse sand)
200
-
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
-
-
-
Two coats.
75
-
-
Applying priming coat with primer of approved brand and manufacture having VOC (Volatile Organic Compound ) content
-
-
-
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
75
-
-
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 @ 0.90 litre/10 sqm)
300
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work.
50
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
-
-
-
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
100
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
50
-
-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
75
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
-
-
-
80mm thick Cement concrete paver block of M-40 grade with approved colour, design & pattern.
700
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
150
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For fixed portion
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
70
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
50
-
-
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
-
-
-
Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
5
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
6 mm thick toughened Glass .
10
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness.
1
-
-
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
6
-
-
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in approved shape in metalic /premium colour of approved shades made out of 4 mm thick aluminium composite panel material of exterior grade of make fire rated of approved make consisting of 3.0 mm thick grade mineral core sandwiched between two Aluminium sheets (each min. 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified
-
-
-
using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is is included in item & sahll bee not less than 1.5 Kg/Sqm of Plan area .
-
-
-
The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approvedshop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.Nothing extra shall be paid for aluminium cutain wall and assoaited fixing arrangement for ACP, scaffolding, groove etc. Approved cramps/ pins etc. shall be welded to the frame work to support stone /cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineerin- charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).
100
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements