West Bengal State Electricity Distribution Company Limited Tender
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West Bengal State Electricity Distribution Company Limited - WBSEDCL Tender
Eprocure
Opening Date13 Jul 2018
Closing Date20 Aug 2018
Tender AmountRefer Documents
Costs
EMD
₹ 4,40,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_WBSED_181148_1Bid Award Id
ViewTender No
WBSED/RE/DDUGJY/SS/18-19/NIT21Tender Authority
West Bengal State Electricity Distribution Company Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurment of finished quantity of work)
With earth obtained from excavation of foundation.
80
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by through saturation with water ramming complete. Including the cost of supply of sand.(Payment to be made on measurment of finished quantity)
700
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
235
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Cement concrete with graded stone ballast(40 mm.size) excluding shuttering in GF (6:3:1) proportion. a) in G.floor
20
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Ordinary cement concrete (Mix 4:2:1) M20 with graded stone chips(20 mm. down) excluding shuttering and reinforcement,if any, in ground floor. As per IS 456-2000
In Ground floor. Pakur /Chandil variety
10
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Ordinary cement concrete (Mix 3:1.5:1) M20 with graded stone chips(20 mm. down) excluding shuttering and reinforcement,if any, in ground floor. As per IS 456-2000
In Ground floor. Pakur /Chandil variety
50
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Hire & labour charges for shuttering with centreing & necessary staging upto 4 m. using approved stout props & thick hard wood planks of approved thickness with required bracing for concrete slabs, beams. Column, lintels curved or straight including fitting,fixing & striking out after completion of works. (upto roof & ground floor)
-
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a) 25 mm. to 30 mm thick wooden shutteringas per decision and direction of Engineer-in-charge
170
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b) 25mm to 30 mm shuttering without staging in foundatin etc.
upto the ground floor roof.
55
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Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening & removal of loose rust (if necessary),cutting to requsite length, hooking & bending to correct shape, placing in proper position & binding with 16 gauge black annealed wire at every intersection,complete as per drawing & direction.
For works in foundation, basement and upto roof of ground floor / upto4 m.
i) Tor steel/ Mild steel a) Other than SAIL/TATA/RINL
For work in foundation and upto to ground floor
6
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Brick work with 1st class bricks in cement mortar (6:1)
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a) In foundation and plinth
55
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b) In Superstructure, G.F.
2.5
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125 mm thick brick work with 1st class bricks in cement mortar (4:1) using approved H.B. netting in ground floor
Upto to ground floor
15
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor) i) With 4:1 cement mortar, In G.F.
-
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a) 10 mm. thick plaster
80
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b) 15 mm Thick Plaster
75
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made in measurement of finished quantity.)
345
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Supplying and laying Polythene Sheet (150gm./ sqm.) over damp proof course or below flooring or roof terracing or in foundation trenches.
25
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PART - B
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Earth work in excavation of foundation trenches or drains in all sorts of soil but excluding laterie or sandstone including removing spreading or stacking the spoils within a lead of 75m. as directed. The item includes leveling, dressing and ramming the bottom bailing out water as required complete.
-
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a) Depth of excavation not exceeding 1500mm.
900
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b) Depth of Excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring shoring.
90
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Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150mm including watering and ramming etc. Layer by complete. (Payment to be made on the basis of measurement of finished quantity of work)
-
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a) With earth obtained from excavation of foundation.
600
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Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity).
3140
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Singles brick flat soling of picked jhama brick including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
2350
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Cement concrete with graded stone ballast (40mm size) excluding shuttering. In ground floor. - i) Pakur variety- 1:3:6 proportion
135
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Ordinary cement concrete (mix-1:1.5:3) M-20 with graded stone chips (20mm down) excluding shuttering and reinforcement. If any, in ground floor as per IS 456-2000.
-
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a) With Pakur variety-In ground floor
246
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b) With Pakur variety-In first floor
6
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Ordinary Cement concrete M-15 (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
-
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a) With Pakur variety-In ground floor
160
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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, fittings, fixing and striking out after completion of works(upto roof of ground floor)
-
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a) 25mm to 30mm thick shuttering without staging in foundation etc.
515
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b) 25mm to 30mm thick wooden shuttering as per direction of E.I.C.-in ground floor
1160
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c) 25mm to 30mm thick wooden shuttering as per direction of E.I.C.-in first floor
40
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter- section, complete as per drawing and directionTor Steel / Mild Steel
-
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a) Other than SAIL/TATA/RINL- in ground floor
49.2
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a) Other than SAIL/TATA/RINL- in first floor
1.2
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Supplying and laying Polythene Sheet (150gm./ sqm.) over damp proof course or below flooring or roof terracing or in foundation trenches.
800
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Brick work with 1st class bricks in cement mortar(1:6).
-
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i) In foundation and plinth
200
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ii) In super structure-ground floor.
50
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iii) In super structure-1st floor.
14
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125mm tick brick work with 1st class bricks in Cement mortar (1:4).
-
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i) In ground floor
215
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25mm. thick damp proof coarse with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10mm nominal size] and admixture of water proofing compound as per manufacture’s specification followed by two coat of polymer based paint, (1st after 4 to 5 days of concrete laying and 2nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately). (Chequering not required over concrete or painted surface)
33
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18 mm to 22 mm thick, kota stone slab set in 20 mm thick cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer-in- Charge.
140
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Supplying, fitting and fixing12 mm to 15 mm thick Kota stone slabe in wall, dado in.15mm thick cement mortar (1:3) including making suitable arrangements to hold the stones property by brass / copper hooks including pointing in cement mortar 1:2 (1 cement & 2 Marble dust ) with admixture of pigment matching the stone shades all complete as per direction of Engineer-in charge.
20
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Supplying and laying chequered tile of any shade & of approved quality with (1:1.5:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay lime / cement mortar (3:1) complete in all respect with all labour and materials.i) 25 mm. thick (red variety).
65
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Supplying, fitting and fixing Marble slab / Tile of 15 to 18 mm thickness in floor, loby, stair, landing & treads etc. over 20 mm (av.) thick base of cement mortar (1:2) laid with white cement slurry @ 4.4 Kg / Sq.m before placing marble & jointed with white cement slurry @ 2.0 Kg/Sq.m. with necessary pigments including grinding and granite polishing as per direction of Engineer-in-Charge. (White cement and pigment to be supplied by the Agency).a) With Makrana plain / pink / Adranga pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Blach Bhaslana.
i) Area of each slab / tile upto 0.3 Sq.m.
45
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Supplying, fitting & fixing 1 st quality ceramic tiles in walls and floors to match with the existing works & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
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B) Wall With sand cement mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg / Sq.m. & joint filling using white cement slurry @ 0.20 Kg / Sq.m. i) coloured decorative.
42
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Supplying and laying true to line and level 20mm. / 25mm. thick precast roof tiles made of cement concrete with stone chips as per approved strength and density set in 25 mm. (Av.) thick lime cement mortar (1:3) and filling up joint (3 mm. wide)
with cement sand mortar (1:1) applying cement slurry @ 1.75 kg per sqm. back of tiles and then setting close the precast tiles, finishing up the joints with slurry already laid and finally finishing the top surface including providing 150 mm. high skirting with the same tiles flushed with the inside surface of parapet wall, finishing the mouth of rain water pipes, curving etc. as necessary complete as per direction of the Engineer-in-Charge. a) For 25 mm. thick precast tiles.
220
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Laying of 38 mm thick Acid Proof tiles in floor, walls and drains with acid proof mortar including application of primer, two layers of special mastic membrane topped by 6 mm layers of potassium silicate mortar as under bed and painting the joints (upto 15 mm) with acid / alkali proof epoxy mortar, cement including preparing surface by cleaning old mastic membrane all complete as per specification and direction of EIC including cost of tiles to be supplied by the contractor at his risk and cost.
70
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating nosing and drip course where necessary.
-
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i) With (6:1) cement mortar.
-
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a) 20 mm thick plaster. (Ground floor).
1120
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b) 15 mm thick plaster. (Grouind floor)
475
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c) 20 mm thick plaster. (1st floor).(Internal)
106
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d) 15 mm thick plaster. (1st floor).(External)
105
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ii) With (4:1) cement mortar.
-
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a) 15mm thick plaster. i) Ground floor.
430
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ii) 1st Floor
15
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Neat cement punning above 1.5mm. thick in wall, dado, window sills, floor etc.
(Note : Cement 0.152 cum. per 100 sqm.)
620
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M.S. or W.I. ornamental grill of approved design, joints continuously welded with M.S., W.I. flats and bars for windows, railing etc. fitted & fixed with necessary screws and lugs. In ground floor. Grill weighing above 10 Kg/Sqm. upto 16 Kg/Sqm.
2350
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Febrication, supplying, fitting & fixing of cable trenches covers with 6 mm. thick M. S. chequered plate having 2 nos. 10 mm. dia. M. S. lifting hooks, strengthening the plate by welding 2 nos. 16 mm. dia. M. S. bar at bottom (length wise) including supplying, fitting & fixing of 25 x 25 x 5 mm. M. S. angle seats of both side of trenche as per drawing & direction complete with all labour & materials.
35
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Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame.
i) Sal (Siliguri).(The quantum should be corrected upto three decimals).
1
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angles, channel sections) conforming to IS : 226, IS : 808 & SP (6) : 1964 connected to one another with bracket, gusset, cleats as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS : 816 1956 & IS : 1995 using electrodes of approved make and brand conforming to IS : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charges of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc.
i) For structural members of specified section weighing less than 22.5 Kg / M.
8.5
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Supplying, fitting and fixing in position fiber glass panes of approved quality with resion nail , clip etc as per Isl: 12866-1989 . (In all floors for internal walls & upto 6 mtr height for external wall.
3 mm. thick (weighing 7.4 Kg. / Sqm.).
50
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Supplying, fitting, fixing windows and ventilators with or without integrated grills conforming to I.S. 1038-1975 and manufactured from rolled steel sections conforming to I.S. 7452- 1974 with non friction projecting type hinges, glazing clips, lugs, locking bracket handle plate etc. including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm. down, cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. i) In ground floor. (No shop priming will be allowed to facilitate inspection of workmanship).
a) Without integrated grills.
i) Fixed type steel windows as per I.S. sizes with horizontal glazing bars in ground floor.
-
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a) Without integrated grills.
i) Fixed type steel windows as per I.S. sizes with horizontal glazing bars in ground floor.
20
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b) Openable steel windows as per I. S. sizes with side hung shutters and horizontal glazing bars with or without fixed type ventilators (the extra rate admissible for the openable portion only).
30
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Rendering the surface of wall and ceiling with white cement based wall putty of approved make and brand (1.5 mm thick).
800
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A) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
40
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B) Priming one coat on steel surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
220
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.
-
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A) On timber or plastered surface. b) With other than hi-gloss of approved quality..
-
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i) Two coats (with any shade except white).
40
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c) On steel or other metal surface. d) With other than hi-gloss of approved quality.
-
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i) Two coats (with any shade except white).
220
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Acrylic Distemper to interior wall, ceiling with a coat solvent based interior grade acrylic primer (as per manufacturer’s specification) including cleaning and smoothing of surface.
Two coats.
800
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer’s specification and as per direction of EIC to be applied over acrylic primer as required. The rates includes cost of materials, labour, scaffolding and all incidental charges but excluding the cost of primer.i) Ground floor (Two coats)
Premium 100 % Acrylic Emulsion
830
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer’s specification and as per direction of the EIC.
In ground floor a) One coat.
830
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Supplying, fitting, fixing fan hook for ceiling with 1.00 metre long 16 mm. dia rod complete including mending damages. Payment for damage and repair to be made separately.
20
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Anodised aluminium skeleton bolt of approved quality manufactured from extruded section conforming to I.S. specification (I.S. : 204 / 74) and fitted with cadmium plated screws.i) 225 mm. long x 10 mm. dia. bolt.
10
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Anodised aluminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. : 230 / 72) and fitted and fixed complete.With continuous plate base (hexagonal / round rod).
i) 150 mm. grip x 10 mm. dia. rod.
10
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Supplying, fitting & fixing UPVC pipes A-Type and fittings conforming to IS:13592-1992 with all necessary clamps, nails including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bituminous/M-Seal etc.) complete.
-
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i) UPVC Pipes
a) 110 mm Dia.
50
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ii) UPVC Fittings
-
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a) Bend 87.5 degree of 110 mm Dia.
15
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b) Shoe of 110 mm Dia.
15
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Supplying solid flush type door of commercial quality , the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing, shutters in position but excluding the cost of hinges and other fittings (35 mm thick shutter).
In ground floor.
15
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Collapsible gate with 40mm.x 40mm.x 6mm. tee as top & bottom guide rail, 20mm. x 10mm. x 2mm. vertical channels 100mm. apart in fully stretched position 20mm.x 5mm. M.S. flats as collapsible bracings properly rivetted and washered including 38mm. steel rollers including locking arrangement, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. i) In ground floor.
(Payment will be made on the area of the gate covered by the two guard rails and two extreme channels).
25
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Labour charges for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for Partly glazed partly panelled or fully glazed single leaf aluminium swing door made of extruded and anodized alloy aluminium section, fabrication including cutting to proper shape and size, drilling and aligning fitted with heavy duty hydraulic action floor spring placed in the floor with mending damages with top assembly of approved make and brand, fitted with-in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixture adhesive and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM gasketing, cutting to requisite shape and size panel board (pre-laminated/ particle block) fixing them with glazing clip as per drawing and specification and direction of Engineer-in- charge.[The rate includes the hire charges off all tools and plants, adhesive,joineriessuch as screw, cleat angle but excluding the cost of extruded aluminium section, glass, panel boards, neoprene/EPDM gasketing,locking arrangement, weather gasketing/wool pile,floor spring,top pin,handle, tower bolt, glazing cleats etc.]
30
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Supplying profiles of required section made of aluminium alloy extrusions conforming toIS:732-1983 & IS:1285/1975;anodized (with required film thickness and specified colour/natural) matt finished conforming to IS: 1868/1983 for fabrication of composite door, sliding and casement windows,partitions,formed of basic sections of any ISI embossed/certified make and brand as per direction of Engineer-in-Charge. In 10 to 12 micron thickness anodized film. Natural White.
Fixed Glazing
-
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i) Top & Bottom & side member
25
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ii) Glazing clip.
25
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Movable Door shutter
-
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i) Door frame (Top & side)
40
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Door Shutter
-
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Top rail
10
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Bottom rail
10
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Lock rail
10
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Door verticle
40
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Glazing clip.
40
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Supplying heavy duty hydraulic double action floor spring along with top pin/set of Pivots conforming to IS: 6315 or any approved make as per direction of Engineer-in-charge.
6
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Supplying concealed type heavy duty PVC headed aluminium tower bolt or double door as per approved make and brand as per direction of Engineer-in-charge.
300 mm. long.
10
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Supplying fitting & fixing anodised aluminium grip handle with base plate of approved quality 165mm. Grip x 12mm.dia rod x42 mm. plate x 3.2 mm. thick.
16
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Supplying fitting & fixing 4 lever mortice lock of any approved make and brand as per direction of Engineer-in-charge150 mm
6
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Supplying fitting & fixing bubble free float glass of required size of approved make and brand conforming to IS:2835/1987i) 5 mm thick clear glass
30
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Supplying, fitting, fixing in position approved P.V.C. door frame (matt finish) made of extruded P.V.C. multi-chamber hollow sections having dimensions 60 mm. x 50 mm. x 2 mm. (+-0.2mm) horizontal section will be joined with vertical section by galvanized steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40 mm.x 20 mm. x 1.2 mm. will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner wooden guilties and galvanized steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and other incidental charges complete.
10
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PVC Door Shutter – 30 mm thick Supplying, fitting, fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x 30 mm section with 2.0 mm (+- 0.2 mm) wall thickness. Horizontal & vertical section shall be fixed to each other by self tapping screws and one solid polymeric / galvanized tubular L-shaped bracket 100 mm. x 200 mm. in each corner of the shutter frame for placing hinges,Polymer based multicavity hollow section of 120 mm x 30 mm with 2.0 mm (+-0.2mm) wall thickness will be placed in the middle,reinforced by solid polymer bar of 200 mm long at both ends and screws from sides as lockrail. The section frame will then be fitted in by PVC panels of size 100 mm x 25 mm with wall thickness 1.2 mm (+_ 0.2 mm) and 2 nos. of 6 mm. dia. bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to withstand wear and tear. The rate is inclusive of cost of all materials and labour and hire of tools and plants and appliances. Carriage of all materials, taxes and all other incidental charge complete. The rate is exclusive of cost of hinges, hasp bolt, tower bolt, door ring etc.
In ground floor.
4
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Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989 / 1970 and I.S. 1729 / 1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a)With valamoid joints including sealing with sand cement mortar (4:1) upto quarter depth.
i) 100 mm dia. (internal).
20
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Supplying, fitting & fixing H.C.I. bend without door conforming to I.S.S. including jointing complete and painting two coats to the exposed surface with approved paint complete.
a) With valamoid joints including sealing the top with sand cement mortar (4:1)
i) 100 mm dia.
6
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Supplying, fitting and fixing cast iron ‘P’ or ‘S’ trap conforming to I. S. 3989 / 1970 and 1729 / 1964 including lead caulked joints and painting two coats to the exposed surface.
‘P’ trap : without A.S. horn 100 mm.
1
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Orissa pattern water closet in white glazed vitreous china (B.P.T., Parry, Neycer CERA) ware of approved make supplied, fitted and fixed in position complete (including masonry work) excluding P or S trap (excluding cost of concrete for fixing).i) 580 mm. x 440 mm.
1
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Flat back urinal (half staff urinal) in white vitreous china ware of approved make supplied, fitted and fixed in position with brass screw on 75 mm. x 75 mm. wooden blocks complete.i) 465 mm. x 355 mm. x 265 mm.
2
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Supplying, fitting & fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete.a) 600 mm. x 100 mm.i) White vitreous chinaware.
6
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Supplying, fitting & fixing porcelain partition wall of approved make of size 618 mm x 310 mm complete in all respect.
1
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Supplying, fitting and fixing beveled edged mirror 5.5 mm. thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges. i) 600 mm. x 450 mm.
1
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Supplying, fitting and fixing glass shelf with aluminium guard rails ordinary type with 5.5 mm. sheet glass.i) 600 mm. x 125 mm.
1
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Supplying, fitting and fixing towel rail with two brackets. a) Aluminium.i) 25 mm. dia. and 600 mm. long.
2
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Supplying, fitting and fixing shower rose of approved brand and make. a) Polythene of approved make.i) 15 mm. x 125 mm.
1
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Supplying, fitting and fixing white vitreous china best quality approved made wash basin with C.I. brackets on 75 mm. x 75 mm. wooden blocks, C.P. waste fittings of 32 mm. dia., one approved quality brass C.P. pillar cock of 15 mm. dia., C.P. chain with rubber plug of 30 mm. dia., approved quality P.V.C. wastewith C.P. nut 32 mm. dia., 900 mm. long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. a) 550 mm. x 400 mm. size.
1
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Supplying, fitting and fixing pillar cock of approved make.a) Polythene Pillar Cock (EMCO / ATLAS or equivalent). i) 15 mm.
1
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Supplying, fitting and fixing 32mm dia flush pipe of approved make with necessary fixing materials and clamps complete.i) Polythene flush pipe.
1
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Supplying, fitting and fixing 10 ltr. P.V.C. plain low down flushing cistern conforming to I.S. specification with P.V.C. fittings complete, C.I. brackets including two coats of painting to bracket etc.
1
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Supplying, fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar, mending damages to wall and plaster and two coats of paint of approved brand and shade.a) R. C. C. ventilator of 20 mm thick. i) Upto 0.10 sqm. area.
20
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Supplying ,fitting and fixing approved brand 32 mm dia P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.i ) 600 mm long.
3
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Supplying, fitting and fixing approved patent vent cowl I.C.I. conforming to I.S.S. and painting two coats to the exposed surface with approved paint complete. (Payment of painting will however be paid separately.a) 50 mm Dia.
1
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Supplying P.V.C. water storage tank of approved quality with closed top with lid.(Black) multilayer.i) Sintex / Patton make of 1500 litre capacity
1
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Labour for hoisting plastic water storage tank.
i) Upto 1500 litre capacity.
a) Upto 1st story from G.L.
1
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Constructing Inspection pit of inside measurement 600 mm. x 600 mm. and upto 600 mm. (depth) with 250 mm. thick at 1st class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm. thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm. thick (1:4) cement plaster to inside walls and outside walls upto G.L. and 20 mm thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit cover with 100 mm. thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcement upto 1 % and shuttering including 6 mm. thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm. dia. R.C.C. man hole cover heavy type of approved makes supplied, fitted and fixed in the slab with necessary fittings, necessary earth work in excavation in all sorts of soils, filling sides of pit, with earth and removing spoils after work complete in all respect.
i) With Pakur variety, Other than SAIL/RAIL/TATA
2
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Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm. dia. R.C.C. manhole cover (heavy type) of approved make supplied, fitted and fixed in the 100 mm thick R.C.C. (1:1.5:3) top slab with necessary fittings, 20 mm. thick cement plaster (1:4) with neat cement finish to the internal internal surface and 15 mm. thick cement plaster (1:4) to outside wall upto 200 mm. below G.L. floor finished with 25 mm. thick grey artificial stone over 100 mm thick R.C.C. (1:1.5:3) bottom slab including supplying, fitting and fixing all necessary specials, fitting, S.W. tees C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and refilling the sides of tank with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including, constructing, attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5 % by weight of cement with all cost of labour and materials. a) For 20 users, Other than SAIL/RAIL/TATA
1
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Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 mtr. from the bottom having 150 mm. intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.9 mtr. from top with 19 mm. thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm. thick cement plaster (4:1) on outer face from the top of well upto G.L. and 6 mm. thick cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1.00 mtr. of inside of the well with brick metal (50 mm. to 63 mm. size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm. dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making necessary arrangements for pipe connections, excavation of well including shoring, de-watering and removing the excess earth from the premises as per direction complete in all respect with all costs of labour and materials.
i) With 250 mm. thick dry brick work and 250 mm. thick cement brick work (6:1) and 1 mtr. inside dia.,Other than SAIL/RINL/TATA
1
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Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges for boring pipes, scafolding, tools and plants, strainers, blind pipes atc. And fitting and fixing the same complete including bucket washing & other incidental works in the connection. The tube well should have minimum 50 mm. gap. inbetween the outside of the tube well pipe and the bore.
For depth upto 150 metre for 80 mm dia Tube well with top enlargement of 150 mm dia.
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i) 80 mm dia. Boring
85
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ii) 150 mm dia. Boring etc. top enlargement
50
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Supply of P.V.C. pipes & fitting (medium duty) conforming to ASTMD- 1785 & Threaded to match with G.I. pipes as I.S: 1239 (PART-1).
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a) PVC Pipes
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i) 150 mm
85
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ii) 80mm
50
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iii) 32 mm
30
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b) Socket
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i) 150 mm
2
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ii) 80mm
3
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c) PVC Reducing Socket (mm x mm)
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i)150x80
1
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Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.80 mm. dia.
15
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Supply of High density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia)
10 Kg/Sq.cm.(Working Pressure)
15 mm.
10
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Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in- charge including cost of all materials,labour and equipment complete.
Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
1
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Supplying, fitting and fixing G.I. cap at top
150 mm.
1
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Supplying fitting and fixing M.S. socket ring
i)150 mm.
1
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Supplying fitting and fixing S.R. 100 mm. CRI Submersible pump 1 H.P., 14 Stage including submersible cable and Control Panel Board by lowering it into the tube well through lowering pipe at design depth and anchoring for pump vertical, with installation of electrical wire to be required for connecting pump with appliance and to make the pump serviceable by giving demostration with trial run of pump etc. all complete as per direction of Engineer-in-charge
1
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Supplying, fitting and fixing 2.5 Sqm cable (Finolex copper cable) if required as per direction of Engineer-in- charge
60
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Washing development of tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required comlete in all respect.
2
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Supplying, fitting and fixing PVC pipes of approved make of (medium duty) conforming to ASTMD-1785 and threaded to match with GI pipes as per IS: 1239 (part-I) with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc.complete in all respect including cost of all nesseary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on centre line measurements of total pipe line including all specials. No seperate payment will be made for accessories, specials. Payment for painting will be made seperately). a) For Exposed Work
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i) 32 mm
20
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ii) 25 mm
20
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iii) 20 mm
20
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iv) 15 mm
20
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Supplying fitting and fixing gunmetal wheel valve of approved brand & make tested to 21 Kg.per Sq.cm.(for water lines only)
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a)32 mm.
2
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b) 25 mm.
2
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c) 20 mm.
2
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d) 15 mm.
2
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Supplying fiting and fixing cast iron heavy type spiral staircase of approved design with 50mm. Dia. Stem and C.I. Steps 150mm asper design 900mm. High C.I. Railing including necessary M.S. Tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials. ( Payment to be made on vertical height in between 1st step and top platform). (a) With 1200mm. dia. well
5
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M-25 grade controlled Cement-Conc. With well graded stone chips(20 mm nominal size) excluding shuttering and reinforcement with complete design of Conc. As per IS-456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of engineer incharge. Consumption of cement will not be less than 300 kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula.In G.F. and foundation [using concrete mixture]
24
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Providing bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of exces mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one contineous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring , weilding of reinforcement cage as necessary and lowering of reinforcement cage , preparation and placing of concrete including the cost of concrete but excluding the cost of reinforcement and labour for bending, binding etc. complete as per drawing and T.S. and removal of excaveted earth with all lifts and lead upto 1000 mtr. Work to be executed as per IS:2911 (Part-II Sec 2). using tripod, winches.Pile diameter-450mm.
864
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Dismantling R.C. Floor, Roof, Beams etc. including cutting rods and removing rubbish as directed within a lead of 75 mtr. including stacking of steel bars. In G.F. including roof.
12
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M.S. gate of Jail type as per approved design made of Strong M.S. frame work, intermediate stiffeners and round/squar bar or angles.M.S. Sheet (not less than 14 gauge) gussets. Cleat etc. including necessary reveting, bolting welding, locking and hanging arrangements, fitting and fixing as per direction of the Engineer-in-charge.
8
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Supplying Crushed stone ( Trap stone ) shall be of 40 mm ( Ungraded ) nominal size and spreading the same over Switch Yard
40 mm size, Pakur Variety(Washing should be done before spreading of Crushed Stones over Switch Yard Concrete base).
100
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Labour for driving Sal - bullah/Eucalyptus Bullah Piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles, 150mm dia. With
9600
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Supplying Eucalyptus Bullah Piles at work site, including dressing and making one end pointed150mm dia.
9600
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Joining Sal - bullah/ Eucalyptus Bullah Piles of 20 cm. To 30 cm. Dia with half lap joints with 3 nos of collars made of 50 mm. X 6 mm. M.S. Flat,Clamps,Bolts and Nuts and Washers as per approved drawing and design.
200
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Coal Tarring on wooden surfaces including cost of meterials Double Coats
7500
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Drum Sheet Walling1.40 m (av.) high on Sal - bullah/ Eucalyptus Bullah Piles of 10 cm. And 3.25 m.longdriven 1.75m(av.)below G.L. And 75cm. Center to center including fitting fixing 3 nos fo half bullah pieces and drum sheet of height 1.5m cutting and straightening drum sheet including cost of necessary nails bolts nuts ect. and provding 2 to 3 m long half bullah ties of 10 cm dia @ 2.25 m center to center fixed with 10 cm dia bullah post driven 1.5 m below G. L. including cost of all materials and coat of coal tarring to all bullah etc.Commplete as per direction.
using Eucalyptus Bullah
1500
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Supplying fitting Galvanised 3- Ply 12-Gauge/4-Points Line of Barbed Wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples, straining bolt and binding wire where necessary.
2500
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Supplying Galvanised Staples fitted and fixed complete, 44mm to 50mm
8000
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Supplying galvanised Straining Bolt( with eye at one end with double nuts and washers) fitted and fixed complete, 300mm Long, 12 mm Dia.
200
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GST WILL BE PAID EXTRA AS APPLICABLE.
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