Housing Urban and Rular Development Government Departments Closing in 0 days TDR #34294669

Construction Of Proposed Integrated Sub-Divisional Office At Rangia In Kamrup

Issued by Government Departments · rangia, Assam
Tender Value
13.47 Crore
Estimated cost
Bid Submission
17 Oct 2022
0 days left
EMD
26.95 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
rangia → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Proposed Integrated Sub-Divisional Office At Rangia In Kamrup

BOQ

Name of Work: Construction of Proposed Integrated Sub-Divisional Office at Rangia in Kamrup
Sl. No. Item Description
1CIVILEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
3Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but ncluding the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 500 mm dia piles
4400 mm dia piles
5Providing 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.
6Reinforced 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 :
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
81:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass
10Lintels, beams, plinth beams, girders, bressumers and cantilevers
11Columns, Pillars, Piers, Abutments, Posts and Struts
12Suspended floors, roofs, landings, balconies and access platform
13Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
14Stairs, (excluding landings) except spiral-staircases
15Steel 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
16Mild steel and Medium Tensile steel bars
17Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
18Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
20Reinforced 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 :
21Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with
22Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :
23Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer\"s specification and direction of Engineer-in-charge.
24Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash 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 of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash 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 sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
25Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash 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 of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, 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 & sash 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. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made
2615 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
27Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.
28Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958- 1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in-charge.
29Providing 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.
30Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
31Wall 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.
32Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.
33Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main\"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
34Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
35Providing 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 ofement 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.
36Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.
37Providing 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.
38Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
39Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
40Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
41Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metalliccontacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
42Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick alvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
43Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)
44Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.
45Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
46Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
47Random 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 :7.1.1 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
48Providing 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, dmixtures 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.5.33.1 All works upto plinth level5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
49CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand)
50Cement 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.
51Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
52Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 :
53Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :100 mm dia Sullage pipe
54150 mm dia Soil Pipe
55Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 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 :
56Constructing 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.
57Providing 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.Concrete of M30 grade with minimum cement content of 350 kg /cum
58Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
59Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
60Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge.
61Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below
62Extra for dismantling trusses, rafters, purlins etc. of wood workfor every additional span of one metre or part thereof beyond 10metres :Of sectional area 40 square centimetres and above
63Civil External Service Connection
64Local body approval including tree cutting
65Horticulture Operations including 300 mm earth filling, grassing, tree plantation/shrubs and potted plants etc.
66ELCTRICALWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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 PVC insulated copper conductor single core cable etc. as required.Group A
67Group B
68Group C
69Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
70Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
71Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
722 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
732 X 6 sq. mm + 1 X 6 sq. mm earth wire
742 X 10 sq. mm + 1 X 6 sq. mm earth wire
75Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch
762 way 5/6 A switch
7715/16 A switch
783 pin 5/6 A socket outlet
796 pin 15/16 A socket outlet
80Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
81Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
82Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1 or 2 Module (75mmX75mm)
833 Module (100mmX75mm)
844 Module (125mmX75mm)
856 Module (200mmX75mm)
868 Module (125mmX125mm)
8712 Module (200mmX150mm)
88Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.1 run of cable
89Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 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)12 way , Double door
90Supplying 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)4 way (4 + 12), Double door
91Supplying 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.Single pole
92Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 A
93Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A
94Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
95Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
96Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
97Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
98Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq m
99Above 35 sq. mm and upto 95 sq. mm
100NON SCHEDULE ITEMSSupply and laying of following size Power/Control Copper cables, Solid Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured/Armour (Galvanised for cables up to 10 x 1.5 sq mm.8 x 2.5 sq mm.2 x 10 sq mm.3 x 10 sq mm.4 x 6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1)1988, laid in air or through existing cable trench/duct/ cable tray/ HDPE pipeincluding fitting required size of lugs at the both end of the cable by using crimping tool and making good damaged done as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make) .6sq mm 3 core U.G armoured cable
10195.00 Sq.mm.3 & 1/2 Core U.G.armoured cable
102Supplying, installation testing and commissioning of the following rating copper wound indoor / out door type transformer complete including the payment to bemade to power supply authority for supervision charge, labour charge, cost of L.T/H.T metering etc. (excluding the cost of load security)and making necessary arrangement for charging approval of the sub-station from the competent authority as directed and specified by the department. Transformer should be as per CEA guidelines as ammended up to date upto 200 KVA star rating up to 5 star, above 200KVA as per CEA guidelines for losses along with LV enclosure.100 KVA,50Hz.11/0.433 KV. Oil filled transformer with Off Circuit tap change.
103Supplying including fitting fixing of followingA.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department [Without regulator].Premium model1200 mm Sweep (ORIENT PSPOmake) / Premium model 1050 /1200 mm Sweep SS-390 Deco Havellsmake)
104Supplying including fitting fixing of followingA.C. Exhaust fan in the existing hole on the wall of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department.High Speed 225 mm sweep (ORIENTmake), Trans Air 225 mm sweep (Cromptonmake), Ventil Air DX 250 mm sweep Louver type (Havellsmake)
105Supplying and fixing ofLED ceiling light fittings complete with Shade, back plate including connection cable,as approved by the Deptt.s etc. as required.LED Ceiling Light 12W
106LED Ceiling Light 9W
107Supplying and fixing of LED tube light fittings complete with Shade, back plate including connection cable,as approved by the Deptt.s etc. as required.
108Supplying, Fabrication, Erection , Testing commissioning of vermin and dustproof(IP-43 protection)totally enclosed cubical type compartmental floor mounting panel board of size 1700mm x 1000mm x 500mm made of 16 SWG(1.66mthick C.R. sheet and 300mm x 30mmx5mm MS Angle having 4 nos legs at the bottom and C.R. sheet roofing on the top complete with 2 coats of Red Oxide metal primer and painting with powder coated paint. The panel board is to be erected in 1 :3:6 PCC foundation including excavation Complete neatly Wiring done, with the provision for the following Electrical Accessories. Provision for 250A 4Pole 50KA 415V MCCB with rotary handle INCOMING. Provision for 6 nos TPN MCCB OUTGOING. 0-250A Moving Iron Ammeter (Digital) 0-500V Moving Iron Voltmeter (Digital) Ammeter S/S in 3 position Voltmeter S/S in 3 position Indicator Lamp (R,Y, B)2A Solid Lock Fuse 3460.00250/5 CT coils 3460.00Control Wiring
109Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixedtemperature (dual thermistor) type with mounting base complete with all connection etc. as required.
110Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
111Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
112Supplying, installation, testing & commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required.
113Supply, installation, testing and commissioning of IP based CCTV system for building security comprising of PT2 fixed camera, abling, recording
114Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required.6 zone panel for fire alarm system 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conformingto IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set.Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set.Amplifier change over switch for inter changing amplifier- 1 No.Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No.Gooseneck microphone with stand and ON/OFF switch -1 No.Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set.Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set.
115Supplying & 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.
116Supplying installation, testing and commissioning of 8 passenger (544 Kg.)/ lifts havingcontract speed of 1 MPS serving different floors in the lift shaft as per detailed specification enclosed and asunder: 1. No. of Elevators 1 No.2.Type Passenger Elevator3. CapacityPassenger -8 Persons - 544 Kg4. Speed 1.0 Metre/Sec (approx.)5. Type of Drive Variable VoltageVariable Frequency Drive with Microprocessor based Simplex Full Collective Control.6. Location of Machine Room Top 7. Available Travel 11 Metres. ()maximum) 8. Serving Ground Floor to 3rd Floor 4 Stops 4 Levels 4 Openings 9. Well Size (Required)1850 mm Wide x 1850 Deep over the finished surface 10. Power Supply415 V three-phase 50 cycles AC 11. Auxiliary Required Single-phase 220 V 50 cycles AC 12. Car Size (Clear Inside1300 mm Wide x 1100 mm Deep approx. 13. Required Pit Depth 1600 mm ()mandatory) 14. Required Head Room4800 mm.15. Car Enclosure painted Steel Car - Lx316. FlooringPVC Flooring17. Electric LightFluorescent Light Fittings18. Fan300 mm sweep 1 No.19. No. of EntrancesOne Location - Front.20. Car EntranceCentre opening stainless steel power door with vision panel21. Landing Entrance Centre opening stainless steel power door with vision panel22. Clear Opening 800 mm Wide x 2000 mm High23. Indicators: Car & LandingsDirection & Position Indicator24. Other FeaturesBattery Operated Emergency Alarm and Light. Call registration LEDS . OSG Electronic Switch. Fire drive. 2 Intercom System Full length Infra-red Door Safety. Auto Rescue Device.
117Supplying, installation, commissioning Of 1.5 ton split AC ,as required by department
118PLUMBINGProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 andfixtures complete, including cutting and making good the walls and floors wherever required
119Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
120Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.
121Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
122Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
123Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
124Providing and fixing toilet paper holder :
125Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
126Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
127Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :100 mm dia.
12875 mm dia.
12950 mm dia
130Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:100 mm
13175 mm
132Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 20 mm nominal outer dia. Pipes.
13380 mm nominal inner dia. Pipes.
134Providing and fixing brass bib cock of approved quality :
135Providing and fixing soil, waste and vent pipesSand cast iron S&S pipe as per IS: 1729: 100 mm dia
136Sand cast iron S&S pipe as per IS: 1729:75 mm dia
137Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
138RoadClearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle
139Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land
140Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
141Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
142Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
143DTW (APHED SoR 15-16)Preparation of site for placement of the drilling rig including excavation of mud pit, circulation drain, collection chamber etc. all complete as directed.
144Movement of Rig from the Divisional Head Quarter to the drilling site including cost of P.O.L. all complete as directed.
145Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q.
146Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q.
147Transportation of air compressor from the Divisional Head Quarter to the drilling sitewith all accessories including cost of P.O.L. all complete as directed.Transportation of P.O.L. all complete as directed.
148Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed.
149Providing water supply facilities at drilling site all complete as directed.(a) By installing 1 Nos. of Singur hand pump
150Boring in soft soil / normal clay / sandy soil by bit of size either5 5/8\" or 6 7/8\" or 7 7/8\" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials / tools / bentonite etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed.
151Boring in hard soil / pebble / gravel by bit of size either 5 5/8\"or6 7/8\" or 7 7/8\" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials / tools / bentonite etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed.
152Reboring in soft soil / normal clay / sandy soil by bit of size either8 1/2\" or 9 5/8\" or 12\" from either5 5/8\" or 6 7/8\" or 7 7/8\" all complete as directed.
153Reboring in hard soil / pebble / gravel by bit of size either 8 1/2\" or9 5/8\" or12\" from either5 5/8\" or 6 7/8\" or 7 7/8\" all complete as directed.
154Reboring in soft soil / normal clay / sandy soil by bit of sizeeither 14\" or 16\" or 18\" from either 8 1/2\" or9 5/8\" or12\" all complete as directed.
155Reboring in hard soil / pebble / gravel by bit of size either 14\" or 16\" or 18\"from either 8 1/2\" or9 5/8\" or12\" all complete as directed.
156Extraction of drilling pipes / bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed.
157Labour charge for sinking, lowering, fitting, fixing in position of 150 mm dia U.P.V.C. pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. and supplying necessary jointing materials including carriage of materials and cleaning and priming the tube well all complete as directed.(a) For 0 to 50 m depth
158(b) For 50 to 100 m depth
159Developing of the D.T.W. with air compressor, Make- Kirloskar / Cumins all complete as directed.
160Supplying and packing pea gravel around the periphery of casing including screening, washing etc. all complete as directed.Qnty=( 0.785*0.35*0.35*100m)-(0.785*0.15*0.15*100m)= 7.85 Cum
161Supplying, fitting, fixing MS clamp of size 15 mm thick and 150 mm width having projection of 300 mm and three holes of 20 mm dia for clamping the plates by 16 mm dia hexagonal bolts of length 75 mm and nuts on both sides encircling the column pipe including two coatof enamel paint over one priming coatof different dia all complete as directed and specified.(b) 150 mm dia
162150 mm dia UPVC Casingpipe
163150 mm dia ribbed screen
164PipeG.I.Pipes (Medium Class)(i) 100 mm diaSupply, erection, jointing, testing & commissioning of different G.I pipe at Outlet, Overflow and Vent pipea) Outlet for pump suction and delivery c) Vent pipe (2 nos. @ 0.50 rm )
165G.I.Pipes (Medium Class)(f) 50 mm diaOver Flow and Inlet Pipe
166100mm dia GI bend for Vent pipe ( 2 nos. )
167BRASS FOOT VALVE CUM CHECK VALVE
168Solar Panel i)PV Modules 335/340 Wpii) Inverter 35KW/240Viii)Hybrid PCU Battery 150A/12V 20 Nos iv) Mounting Structure GI Rooftop Structure Hot Dip min 80 Micron v) Cables / Electrical Accessoriesa) AC Cables (As per IS)b) DC Cables (As per IS) vi)Installation & Commissioning. vii) Earthing & Lightning arrestor a)Earthing- Chemical compound with copper rodb)Lightning arrestor-Copper CladdedAluminium
169Fire Hydrant systemSupply & Fixing of MS pipe \"M\" class including of paint, primmer ,bend,flange,angle support,fashner etc. c. 100 mm dla
170d. 80 mm dia
171Providing & fixing of hydrant valve SS body ISi mark
172Providing& fixing of RRI hose pipe (15 mtr. Long}lndudlng of male female coupling
173Providing & fixing of Branch pipe
174Providing & fixing of Hose box
175Providing & fixing of Hose reel hose with drum 30 mtr long
176Providing & fixingof Two way valve
177Providing & fixing of Ball Valve
178Providing& fixing of Fire Alarm(MCP Hotter)
179Providing & fixingof C02 type fire extinguisher 4.5 kg
180Providing& flxingof ABC type fire extinguisher 4 kg 12
181Providing& fixing of Butterfly valve 100 mm dia
182Providing & fixing of Non Return valve 100 mm dia
183Providing & Fixing of 15 HP Centrifugual Pump
184Proving & Fixing of 5 HP Centrifugual Pump
185Proving & Fixing of 15 HP and 7.5 HP Automatic panel
186Water CoolerSupply of 150 litre/ hr. cooling and storage capacity , fully stainless steel electric storage type water cooler (Blue star model No. SDLX 15150 or equivalent with inlet hose connnection inbuilt float valve 2 nos. outlet foucet, drain tray with waste and pipe up to floor trap heavey vompressor and wire up to socket, 3 pin plug etc complete in all respect.
187PumpsSupply, Lowering, installation & testing of KSB make submersible pumping set with 25 HP to 30HP motor 4/5 stage pump suitable for 45-60 cum / hr at 60 to 100 m head respectively. With three phase.

AI Tender Summary

OUR REF NO 34294669
AUTHORITY Government Departments
TENDER VALUE 13.47 Crore
LAST DATE 17-10-2022
Authority
Authority Name Public Works Department
Work Description Construction Of Proposed Integrated Sub-Divisional Office At Rangia In Kamrup
Basic Detail
Tender No CE/TB-IV/85/2022/2 Dated Guwahati 22nd Sept 2022
Bidding Type Tender
Location
City rangia
State Assam
Key Dates
Publish Date 10 Oct 2022
Submission Date 17 Oct 2022
Open Date 19 Oct 2022
Finance
Tender Value 13.47 Crore
Tender Fee 20000
EMD 26.95 Lakhs
Exemption Not Available
Document List
e6c3ded7-be8c-470e-bb8c-13d24e532c39.html
BOQ_41944.xls
FOB.pdf
SBDSDOCivilRangia.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 10, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 17, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 19, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

e6c3ded7-be8c-470e-bb8c-13d24e532c39.html

xls

BOQ_41944.xls

pdf

FOB.pdf

pdf

SBDSDOCivilRangia.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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