Defence Statutory Bodies & Commissions/Committees Closing in 19 days TDR #58469640

Tender For Provision Of Remote Control Room For Horizontal Boring Machine At Sf Complex Site - G Jagadalpur

Issued by Statutory Bodies & Commissions/Committees · Bastar, Chhattisgarh
Tender Value
1.08 Crore
Estimated cost
Bid Submission
01 Dec 2026
19 days left
EMD
2.16 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Bastar → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Provision Of Remote Control Room For Horizontal Boring Machine At Sf Complex Site - G Jagadalpur

BOQ

Name of Work:- PROVISION OF REMOTE CONTROL ROOM FOR HORIZONTAL BORING MACHINE AT SF COMPLEX SITE - G JAGADALPUR
Sl. No. Item Description
1SUBHEAD - I : EARTHWORK
2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3All kinds of soil.
4Excavation 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
5Ordinary rock
6Filling 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 for all lift.
7Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 10 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
8Supplying chemical emulsion in sealed containers including delivery as specified.
9Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
10Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
11Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
12With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
13Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
14With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
15SUBHEAD - II : CONCRETE WORK
16Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
171:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
18Providing 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:
191:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
20Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
21Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
22Providing & 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 a piece of cloth lightly soaked in kerosene oil.
23Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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.
24Providing and laying cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded brick aggregate 40mm nominal size) in depressed portion of toilets, kitchen and balconies etc.
25SUBHEAD - III : REINFORCED CEMENT CONCRETE WORK
26Centering and shuttering including strutting, propping etc. and removal of form for
27Foundations, footings, bases of columns, etc. for mass concrete
28Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
29Suspended floors, roofs, landings, balconies and access platform
30Lintels, beams, plinth beams, girders, bressumers and cantilevers
31Columns, Pillars, Piers, Abutments, Posts and Struts
32Weather shade, Chajjas, corbels etc., including edges
33Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level
34Thermo-Mechanically Treated bars of grade Fe-550D
35Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
36Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
37All works upto plinth level
38Concrete of M25 grade with minimum cement content of 330 kg /cum
39All works above plinth level upto floor V level
40Concrete of M25 grade with minimum cement content of 330 kg /cum
41Add for using extra cement in the items of design mix over and above the specified cement content therein.
42Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections
43SUBHEAD - IV : MASONRY WORK
44Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
45Cement mortar 1:6 (1 cement : 6 Coarse sand)
46Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :
47Cement mortar 1:6 (1 cement : 6 Coarse sand)
48Half brick masonry 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.
49Cement mortar 1:4 (1 cement :4 Coarse sand)
50Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
51Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm to 300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) 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 separately).
52Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
53Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
54SUBHEAD - V : STONE WORK
55Random 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 20 mm nominal size) upto plinth level with :
56Cement mortar 1:6 (1 cement : 6 coarse sand)
57SUBHEAD - VI : JOINERY
58Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).
59Note: For WPC solid door/window frames, minus 5mm tolerance indimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extrapayment on this account shall be made.
60a) Frame size 50 x 100 mm
61b) Frame size 65 x 150 mm
62Providing and fixing factory made single extruded 35 mm thick WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-charge. (Note: Stainless steel butt hinges and necessary S.S screws shall be paid separately).
63Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
6435 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
65Providing 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:
6635 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
67Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
68On one side only
69Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
70Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):
71Rectangular or square
72Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
734.0 mm thick glass panes
74Providing 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.
75Fixed to steel windows by welding
76Providing 40x5 mm flat iron hold fast 400mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 Coarse sand : 6 graded stone aggregate 20mm nominal size).
77Providing and fixing IS : 12817 marked stainless steel butt hinges(heavy weight) with stainless steel screws etc complete.
78100x60x2.50mm
79Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
80Providing and fixing aluminium tower 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 necessary screws etc. complete: 200x10mm
81Providing and fixing 125mm aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm
82Providing and fixing aluminium die cast body tubular type universalhydraulic 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.
83A Providing and fixing factory made uPVC glazed/wiremesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inlines as hadaptor(where ever required) of appropriate dimension, EPDM gasket, hardware,SS304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weatherproo fsilicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:-Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed>45m/sec as per IS875–Part3 (ii) Sites with structure height more than 20m for all wind speeds
84Three trach three panel sliding window with two glazed and one wire mesh panels using R3 series with frame and glazed and fly proof sash with zinc alloy powder coated handle on every glazed panel along with multi point locking system
85Providing and fixing factory made uPVC white colour fixed glazed ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Using R1 series with frame ( Height upto 0.9m)
86Extra for providing frosted glass panes 4 mm thick (weight not less than 10kg/sqm). instead of ordinary float glass panes 4 mm thick (weight not less than 10kg/sqm).in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
87Providing and fixing of Hollow metal General purpose door at all levels from ISO 9001-2000 certified Manufacturer with or without vision panel. Pressed Galvanised steel Single /Double leaf to required sizes of approved make which consists of frame, shutter, infill and finish as detailed below and conforming to IS 277.
88Door frame shall be Single rebate profile of size 100 x 58 mm made out of 1.20mm thick galvanised steel sheet (18 gauge). Frames should be Mitered and field assembled with self tabs. Door leaf should be 46 mm thick , double skin door shell and manufactured from 0.80 mm thick galvanised steel sheet (22 gauge). The infill material shall be resin bonded honey comb paper glued and sandwiched in between with an interlocking arrangements. Vision lite wherever applicable should be of size 150mm x 750mm. All doors should be factory preped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks and door closers. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement slurry if recommended on the clear masonary opening.
89Door leaf should be 46mm thick fully flush double skin door with or without vision lite. Door leaf shall be manufactured from 0.8mm (22 guage) thick galvanised steel sheet. The internal construction of the door should be rigid with steel stiffeners/ pads and reinforcement. The infill material shall be resin bonded honeycomb core. All doors should be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be asper joinery details with a screw on glass beeding on the inside. The glass should be 5mm clear toughened glass. Louvers when recommended should be site proof and shall be flush fixed on the external surface.
90All doors and frames shall be finished with etched primer coating, stove zinc phosphate primer and thermosetting polyurethane aliphatic grade paint of approved RAL colour. The door leaf and frame shall have passed minimum 250 hours of salt sprey test. Rate should include supply and installation of door and all other hardware etc all complete.
91For doors upto 3.0m height
92SUBHEAD - VII : FLOORING
93Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
9440 mm thick with 20 mm nominal size stone aggregate
95Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
9618 mm thick
97Providing and fixing glass strips in joints of terrazo/ cement concretefloors.
9840 mm wide and 4 mm thick
99Providing and laying flamed finish 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 :
100Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
101Providing and laying Polished Granite Stone work for skirting, risers of steps over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
102Providing grooves in treads of granite steps, 3 Nos. In each tread of width 6mm and depth 6-8mm (Effective area of Tread shall be measured for payment)
103Providing and laying anti skid floor tiles of size 2' x 4' (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
104Providing and laying vitrified floor 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
105Size of Tile 600 x 600 mm
106Providing and laying 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 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
107Size of Tile 600 x 600 mm
108Providing 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.
109Granite work
110Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
111Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
112Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
113SUBHEAD - VIII : ROOFING
114Providing 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.
115110 mm diameter
116160mm diameter
117Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 Sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
118Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
119Providing and fixing GI pipes (Class B) including fittings i.e. elbow, socket, tee etc and MS clamps and including painting with anticorrosive bitumastic paint, cutting chases (if required) and making good the wall etc all complete as directed - 100mm diameter
120Providing and fixing 50mm dia GI spout set in cement mortar 1:3 (1 cement : 3 coarse sand ) complete.
121Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
122Providing and fixing to the inlet mouth of rain water pipe cast iron grating 20 cm x 20 cm and weighing not less than 995 grams.
123SUBHEAD - IX : FINISHING WORKS
124Providing and applying 12 mm cement plaster of mix :
1251:6 (1 cement: 6 fine sand)
126Providing and applying 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
127Providing and applying 6 mm cement plaster of mix
1281:3 (1 cement : 3 fine sand)
129Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
130Pointing on stone work with cement mortar 1:3 (1 cement : 3 finesand) :
131Flush/ Ruled pointing
132White washing with lime to give an even shade :
133New work (three or more coats)
134Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram / litre of approved manufacturer and of required shade and colour all complete to achieve even shade and colour.
135New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
136Finishing walls with water proofing cement paint of required shade :
137New work (Two or more coats applied @ 3.84 kg/10 sqm)
138Finishing walls with Apex Ultima exterior paint of required shade :
139New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 litre/10 sqm)
140Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
141Wall painting with acrylic emulsion paint, 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.
142Two coats
143Providing and fixing Arpitha hexagonal wire mesh at the junction of dissimilar surfaces of masonry wall and RCC column or beams and the like (and chasing works) including necessary nails for fixing etc, complete all as per specification and direction of Engineer - in - charge for all floors at all heights.
144Applying priming coat
145With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
146With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
147Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
148Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
149French Spirit Polishing : Two or more coats on new works including a coat of wood filler.
150SUBHEAD - X : SANITARY INSTALLATIONS
151Providing and fixing white vitreous china Wall Hung type water closet (European type W.C. pan) with low level quite, Close Hydraulic sleak seat and lid and concealed flushing cister, including flush pipe with manually controlled device, (and handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan of size 37x360x55.5 cm (HxWxD) with white 27.5 kg approx including quiet, close hydraulic sleak seat with lid & concealed flushing cistern.
152Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
153White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
154Providing & fixing white colour table Top wash basin of size 630x395x115 mm with all complete in all respect as per direction of Engineer-in-charge.
155Providing and fixing white vitreous china flat back electrical operated SENSOR URINAL of size 460x300x710 mm with all necessary fitings, all complete as required by direction of Engineer-in-charge.
156Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make & as per the direction of Engineer-in-charge.
157Providing and fixing 600mmx450mmx5mm thk beveled edge mirror of superior glass (of approved quality) fixed with teak wood beading size 50 x 20mm with French Spirit polish, 6 mm thick water proof ply wood on back of the mirror complete with two or more coats of black bitumeneous paint at the back of ply.
158Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms
159Providing and fixing CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190gms.
160Providing & fixing C.P. brass toilet paper holder with concealed fitting arrangement of approved qualirt colour & make.
161Providing & fixing Health Faucet with flexible pipe & wall hook with each European W.C. Pan.
162Providing & fixing approved type SS Double coat hooks with concealed type screws.
163Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standard & weighing not less than 690 gms. 15 mm nominal bore.
164Providing & fixing C P Soap Dispenser with all complete in all respect as per direction of Engineer-in-charge.
165Providing & fixing C.P. brass stop cock(concealed) of standard design & of approved make conforming to IS:8931. 15mm nominal bore.
166Providing & fixing CP Double Lever Basin Mixer with all complete in all respect as per Direction of Engineer-in-charge.
167Supplying & fixing in position PVC nahani trap with CP grating connection with PVC waste pioe including 150 mm thick CC 1:2:4 for embedding the trap, plastering, curing, etc. complete all as specified & directed.
168Supplying, laying , jointing, testing & commissioning uPVC soil pipes including specials of best quality and approved make fixed to wall / floor including chasing, cutting, making hole in walls / floors, cutting the pipes to required size of length, jointing the pipe and specials with adhesive including testing etc. complete all as specified and directed (specials at junctions must have access doors wherever required).
16980 mm dia
170110 mm dia
171Providing & fixing PVC clean out plug with all necessary joint as per direction of Engineer-in-charge.
17280 mm dia
173110 mm dia
174Providing & fixing P trap with jali as per direction of Engineer-in-charge. (a) 100 x 100 mm dia
175Providing and fixing urinal partition made of glass of width 400mm and height 900mm, made of 5mm thick clear heat strengthened glass + 0.76mm clear PVB + 0.38mm milky PVB + 5mm clear heat strengthened glass, fixed to the wall with stainless steel (SS-304 grade) accessories like L clamp with SS screws etc all complete to the satisfaction of Engineer-in-Charge.
176SUBHEAD - XI : INTERNAL WATER SUPPLY
177Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
178a). 20 mm nominal dia Pipes
179c). 32 mm nominal dia Pipes
180Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
181a) 25 mm nominal bore
182b) 32 mm nominal bore
183Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
18425 mm nominal bore
185Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
186SUBHEAD - XII: INTERNAL ELECTRIFICATION
187Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
188Group -C
189Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
190Group -C
191Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess , including providing and fixing 3pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc as required.
192Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
193Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1942x2.5sq.mm+1x2.5sq.mm earth wire
195Light/Fan Fixtures
196LED Down lighter (System lumen efficacy ≥ 105 < 120 lm/Watt ) Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connectionswith 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall besubmitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim
1978 - 10 watt
19812 -15 watt
199LED Batten light (System lumen efficacy ≥105 <120 lm/Watt).Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)
20024 -26watt
201Supply, installation, testing and commissioning of LED Bulkhead Luminaries, made of high pressure die-cast Aluminium body with polycarbonate diffuser. Luminaries should be with minimum system efficacy of 100Lumen/Watt and minimum system lumen output of 1000 maintained at 70% at the end of 50,000 burning hours. The luminaries should have CRI>80 and CCT of 6500K. Luminaries shall meet IP66 and IK09 protection with THD less than 20% and power factor > 0.90 . Luminaire should operate in a voltage range of 140 to 270 volts AC.
202Supplying, installation, Testing & Commissioning of surface / recessed mounted Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 45 0C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends ,CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. completein all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >110 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)
20336 watt
204Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies,shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.
2051400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min (Minimum)
206Supply,Installation & Testing of following PVC Body with Louvers exhaust fan suitable for single phase, 240V , AC supply complete with motor all accessories etc complete.
207230mm Sweep
208POWER WIRING
209Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
210Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.
211Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
2122x4 sq.mm+1x4sq.mm earth wire
2132x6sq.mm+1x6sq.mm earth wire
2144x10sq.mm+2x6sq.mm earth wire
215Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
2168 way (4 + 24), Double door
217Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
218Single pole
219Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCBO), having a sensitivity current 100 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
220TELEPHONE & LAN
221Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
222Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
2231 or 2 Module (75mmX75mm)
224Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
225Telephone socket outlet
226Data Point (RJ45)
227Supplying and drawing following pair 0.5 mm dia FRLS/HFFR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
2282Pair
229Supplying and drawing cat-6A cable in the existing surface/ recessed steel/ PVC conduit as required.
230Supply and installation of following size Krone connectors in MS box complete as required
23110 pair
23212 Port Networking switch With SFP port
233Supply, laying, testing and commissioning of following pair Solid Annealed Copper, Polythene / Foam / Foam Skin Insulated, Petroleum Jelly Filled with Poly-al laminate moisture barrier, Polythene Sheathed, Unarmoured /Armoured, Polythene Jacketed Jelly Filled Telephone Cables as per National & International Standards. If the Cable Laid in ground laid at a depth of 1000mm below the ground level with brick protection on sides and top, Sand cushioning back filling the excavated good earth etc .., or the cable laid in humepipe/Pipe/trays etc as directed by engineer in charge. The cable shall conforming to Specifications DOT G/CUG-01/02 Feb 96 & G/CUG-02/01 June 98.
2340.5mm 10Pair armoured laid in ground
2350.5mm 10Pair armoured laid in Trench/Hume pipe/tray
236SUBHEAD - XIII : AIR CONDITIONING
237Supply, Installation, testing and commissioning of 2 Ton capacity 5 Star rating split unit inverer type air conditioners with 5kVA Stabilizer as per BEE and ISEER with 20813 Btu/hr cooling capacity, Rotary compressor and R32 Refrigerant, 100% copper condenser type with compressor, condenser, evaporators including Pre-set mode toprovide the right cooling comfort, optimises power usge in real time and integrate advanced sensors and micro controllers cooling and fan speed, energy saving, 4 way swing and anti-corrosive blue film for protection on condenser and evaporators etc. and including 1set MS bracket suitable for fixing out door unit of split AC unit. As directed by Engineer-in-Charge.
238Supply, Installation, testing and commissioning of 1.5 Ton capacity 5 Star rating split unit inverter type air conditioners with 4KVA stabilizer as per BEE and ISEER with17000 Btu/hr cooling capacity, Rotary compressor and R32 Refrigerant, 100% copper condenser type with compressor, condenser, evaporators including Pre-set mode to provide the right cooling comfort, optimises power usge in real time and integrate advanced sensors and micro controllers cooling and fan speed, energy saving, 4 way swing and anti-corrosive blue film for protection on condenser and evaporators etc. And including 1set MS bracket suitable for fixing out door unit of split AC unit. as directed by Engineer-in-Charge
239SUBHEAD - XIV : FIRE ALARM SYSTEM
240Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required.
241Supplying, installation, testing & commissioning of intelligentaddressable programmable sounder complete as required.
242Supplying, installation, testing & commissioning of addressable fire control module complete as required
243Supplying, installation, testing & commissioning of addressable manual call point complete as required.
244Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.
245Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors perloop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5 % V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger.The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications.
246Two Loop Panel.
247Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required.
248SUBHEAD - XV : Sprinkler System
249Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories :
250Pendent Sprinkler
251SITC of sprinkler installation valve :
252Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required :100 mm dia
253Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required.
254100mm dia
255Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required.
256700 mm
257Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
258100 mm dia
25965 mm dia
26032 mm dia
26125 mm dia
262SUBHEAD - XVI : Fire Fighting system
263Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
26465 mm dia
26580 mm dia
266Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :
26780mm dia
268Supplying and fixing Single headed external yard SS hydrant valve with 1 No. 63 mm dia instantaneous Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Stainless Steel cap and chain as required :
269Single headed Gunmetal
270Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
27165 mm dia
272Supplying and fixing SS 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :
27365 mm dia
274FIRE EXTINGUISHERS
275Supply & Installation of Carbon-di- oxide type fire extinguisher of 4.5 kgs. Capacity, CO2 gas filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel, with wheel type valve, discharge nozzle, bend & horn, wal mounting bracket etc. complete, confirming to IS: 2878.
276Supply & Installation of Water CO2 Type fire extinguisher of 9 Ltrs. Capacity, filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel, with wheel type valve, discharge nozzle, bend & horn, wal mounting bracket etc. complete confirming to IS: 940.
277SUBHEAD - XVII : WATER COOLER
278Supply installation of 40/80 lTRS Capacity Water Coolers with RO water Purifier ,including necessary fittings all as per manufacturers specifications etc., complete
279SUBHEAD - XVIII : ROAD WORK
280Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
281All kinds of soil
282Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
283Supply and stacking at site good earth brought from outside MOD land in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 meter and lead upto 1.5 meter
284Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge
285Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
286Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
287Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
288Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in- charge 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
289With rapid setting bitumen emulsion
290On W.B.M / W.M.M. @ 0.4kg/sqm
291On bituminous surface @ 0.25kg/sqm
292SUBHEAD - XIX : EXTERNAL WATER SUPPLY
293Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
29480 mm dia nominal bore
29550 mm dia nominal bore
29640 mm dia nominal bore
29732 mm dia nominal bore
298GATE VALVES
299Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
30080 mm dia nominal bore
30150mm nominal bore
30240mm nominal bore
30332mm nominal bore
304Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1 : 1.5 : 3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
305With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
306Providing and fixing required CPVC Fitting of press fit design with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
307Female Thread Connector/ Adapter
308For 54 mm outer dia X 2” nominal dia threaded
309For 42 mm outer dia X 1-1/2” nominal dia threaded
310For 35 mm outer dia X 1-1/4” nominal dia threaded
311SUBHEAD - XX : SEWAGE DISPOSAL
312Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
313Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating EACH deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m.
314Supplying laying jointing testing and commisioning best quality and approved make glazed stone ware pipesof Grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1 fine sand ) including necesary joints if any etc,complete all as specified and directed.
315a) 100 mm dia.
316b) 150 mm dia.
317Providing and laying cement concrete 1:5:10 (1 cement :5 Coarse aggregate: 10 graded stone aggregate 40mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
318a) 100 mm diameter S.W. Pipe
319b) 150 mm diameter S.W. Pipe
320Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type ith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
321Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) SGRC cover with frame (heavy duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
322Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
323Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :(a) Inside size 90x80 cm and 45 cm deep including SGRC cover with frame (heavy duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :(i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
324Extra for depth for manholes: Size 90 x 80 cm .With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
325SUBHEAD - XXI : AREA DRAINAGE
326Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
327All Kinds of soil
328Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
3291:4:8 (1 Cement : 4 Coarse sand (Zone III) derived from natural sources) : 8 Graded stone aggregate 40 mm nominal size derived from natural sources)
330Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
331Providing of 12mm cement plaster of mix in all surface with (a) cement mortar 1:6 ( 1 cement : 6 fine sand ) at all levels
332Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
333(a)300 mm dia RCC pipe
334Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources for coping
335Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
336SUBHEAD - XXII : External Trenches
337Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
338All Kinds of soil
339Excavation 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
340Ordinary rock
341Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
3421:4:8 (1 Cement : 4 Coarse sand (Zone III) derived from natural sources) : 8 Graded stone aggregate 40 mm nominal size derived from natural sources)
343Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
344All works upto plinth level
345Concrete of M30 grade with minimum cement content of 350 kg /cum
346All works above plinth level upto floor V level
347Centering and shuttering including strutting, proppingetc. and removal of form for
348Suspended floors, roofs, landings, balconies and access platform
349Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc.
350Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
351Providing of 12mm cement plaster of mix in all surface with (a) cement mortar 1:6 ( 1 cement : 6 fine sand ) at all levels
352SUBHEAD - XXIII : CHAIN LINK FENCING
353Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
354All Kinds of soil
355Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating EACH deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m.
356Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
3571:4:8 (1 Cement : 4 Coarse sand (Zone III) derived from natural sources) : 8 Graded stone aggregate 40 mm nominal size derived from natural sources)
358Random 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 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
359Providing of 12mm cement plaster of mix in all surface with (a) cement mortar 1:6 ( 1 cement : 6 fine sand ) at all levels
360Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
361Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete
362Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
363Pointing on stone work with cement morter 1:3 (1 cement and 3 fine sand)
364Flush/Ruled pointing
365SUBHEAD - XXIV : GATE
366Steel 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.
367In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
368SUBHEAD - XXV : Special Earthing
369Providing maintenance free Earth station with consisting of 40mm dia,copper standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed lead for connection at one end, suitable for direct installation at site, at a depth of 3mtrs. Earth enhancement compound upto a depth of 2.0meters arround the electrode capsule. PCC block chamber & CI Cover complete.
370Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
371Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc.as required.
372SUBHEAD - XXVI : LIGHTNING PROTECTION
373Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
374Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
375Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
376Supply and fixing of Test Clamp to disconnect the down conductor from the earth termination network for regular checks of the earth termination resistance value. (with enclosure). It shall meet the requirements of IEC 62561-2.
377Supply and fixing of Lightning Strike counter for counting the number of lightning strikes without any power supply. The Counter should be mounted on the Down Conductor. The Lightning Counter should be IP 65 rated enclosure suitablefor external application.
378Providing maintenance free Earth station with consisting of 40mm dia,Gi standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed lead for connection at one end, suitable for direct installation at site, at a depth of 2.5mtrs. Earth enhancement compound upto a depth of 2.0meters arround the electrode capsule. PCC block chamber & CI Cover complete.
379Supply and laying of 50 X 5mm size eart strips including excavation and refilling of earth when laid in ground and with all fixing accessories when laid on the parapet with necessary interconnections with earth station and equipments.
380SUBHEAD - XXVII : External Electrification
381Supply of following sizes of XLPE insulated PVC sheathed, aluminium/copper conductor, armoured, power cable of 1.1 KV grade conforming to IS 7098 (Part I), 1988 amended upto date.
3823.5 Core, 95 Sq.mm Aluminium Conductor Cable
383Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
384Above 35 Sq.mm. but not exceeding 95 Sq.mm.
385Laying and fixing of one number armoured PVC insulated and PVC sheathed/XLPE power cable 1.1 kV of following size in the existing cable Trays including providing suitable size clamp to secure the cable in tray/ surface as required.
386Above 35 Sq.mm. but not exceeding 95 Sq.mm.
387Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required.
388Providing Double compression end terminations for the cable specified above with compression type gland, copper & Aluminium lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland.
3893.5 Core, 95 Sq.mm.
390Feeder Pillar for External Lighting Incoming :160A,25KA 4P MCCB - 1setIncomer shall suitable to terminate 1 Run of 3.5CX95Sqmm XLPE cablesBusbars : 160A TPN Aluminium busbar with 100% Neutral - 1 setOutgoings :63A, 16KA TPN MCCB –3sets63A, 10KA TPN MCB -3sets40A, 10KA DP MCB – 4sets70A AC1 duty Contactor with time switch control -1set20A, 10KA TPN MCB – 5sets20A, 10KA DP MCB – 3sets0-500V Digital Voltmeter with selector switch and MCBs- 1 set0-160A Digital Ammeter with CTs of ratio 160/5A,Class 1 Accuracy and 15VA burden and selector switch- 1 set LED Indications for R-Y-B phases indication & 1 set with OFF/ON/TRIP Indication with MCB control and toggle switch - 1set
391SUBHEAD - XXVIII : Electrical Lighting
392Supply, erection, testing and commissioning of Decorative type pole of 4.0 meter height with 30/35 Watt LED post top mounted on top of pole and The pole shall have decorative MS PU painted base pole more than dai 89mm & top 76mm from base plate to top of the pole. The pole average thickness not less than 3mm.The pole shall have M.S base plate of size 300mm x300mm x10mm at bottom with arangement of fixing 4 nos foundation bolts for proper fixing of pole. The pole shall have service window atbottom profile. The pole shall be provided with built in control box for 3core 2.5sq.mm copper conductor cable, MCB control and 2nos of 40mm dia Class B GI pipe for incoming and outgoing cable etc.The Pole shall be coated with PU painted with rust free and with require sutaible items.Lokozo Make Cat no. SL03-xx 30W/ Wipro-LP07-431-XXX-57-CL
393Supply of following sizes of XLPE insulated PVC sheathed, aluminium/copper conductor, armoured, power cable of 1.1 KV grade conforming to IS 7098 (Part I), 1988 amended upto date.
3944 Core, 6 Sq.mm Aluminium Conductor Cable
395Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
396Up to 35Sqmm
397Laying and fixing of one number armoured PVC insulated and PVC sheathed/XLPE power cable 1.1 kV of following size in the existing cable Trays including providing suitable size clamp to secure the cable in tray/ surface as required.
398Up to 35Sqmm
399Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top witha thickness of 10cm including inscription duly engraved as required.
400Supply and making end termination with double brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1kV grade as required.
401Providing Spiral coil earthing with 8 SWG GI wire including spreading of salt and charcoal as per IS 3043/87 with latest amendments.
402Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
403300mm dia RCC pipe
404SUBHEAD - XXIX : Aluminium Works
405Providing and fixing 12 mm thick frameless toughned glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Enginner-in-charge (Door handle , lock and stopper etc. to be paid separately).
406Supply & fixing of RCC septic tank 25 users of approved make directed by Engineer-in-charge
407Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
408Supply & Fixing of 4mm thick anti corrisive coal-tar tape with bituminous felt etc all complete Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58469640
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 1.08 Crore
LAST DATE 01-12-2026
Authority
Authority Name Defence Research And Development Organisation
Work Description Tender for Provision Of Remote Control Room For Horizontal Boring Machine At Sf Complex Site - G Jagadalpur
Basic Detail
Tender No CCEESTS/ENQ/CIV/REMOTE/JPR/ 174/2026-27
Bidding Type Tender
Location
City Bastar
State Chhattisgarh
Key Dates
Publish Date 10 Nov 2026
Submission Date 01 Dec 2026
Open Date 02 Dec 2026
Finance
Tender Value 1.08 Crore
Tender Fee Ref. Documents
EMD 2.16 Lakhs
Exemption Not Available
Document List
17ae2555-c25e-418c-b8be-1378da9e6785.html
Annexure_II.pdf
Annexure_III.pdf
Annexure_IIII_A_B.pdf
Annexure_IV.pdf
Annexure_IV_NIT.pdf
Annexure_I_NIT.pdf
Annexure_V.pdf
Annexure_VI.pdf
Annexure_VII.pdf
Annexure_VI_NIT.pdf
Annexure_V_NIT.pdf
Approved_Makes.pdf
Approved_Makes_EnM.pdf
BGB_Proforma.pdf
BOQ_981300.xls
GCC.pdf
GCC_2023.pdf
Plan_and_Section.pdf
Special_Conditions.pdf
Tendernotice_1.pdf
Tender_Enquiry.pdf

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Tender Timeline

Nov 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Dec 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

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html

17ae2555-c25e-418c-b8be-1378da9e6785.html

pdf

Annexure_II.pdf

pdf

Annexure_III.pdf

pdf

Annexure_IIII_A_B.pdf

pdf

Annexure_IV.pdf

pdf

Annexure_IV_NIT.pdf

pdf

Annexure_I_NIT.pdf

pdf

Annexure_V.pdf

pdf

Annexure_VI.pdf

pdf

Annexure_VII.pdf

pdf

Annexure_VI_NIT.pdf

pdf

Annexure_V_NIT.pdf

pdf

Approved_Makes.pdf

pdf

Approved_Makes_EnM.pdf

pdf

BGB_Proforma.pdf

xls

BOQ_981300.xls

pdf

GCC.pdf

pdf

GCC_2023.pdf

pdf

Plan_and_Section.pdf

pdf

Special_Conditions.pdf

pdf

Tendernotice_1.pdf

pdf

Tender_Enquiry.pdf

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