Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Addition And Modification In The Infrastructure Of G-saa And Cci Matigara Nit/9/25-26 in Darjeeling, West Bengal, with an estimated contract value of Rs. 19,24,792. The bid opening date for this tender is 09-06-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Hiring of Vehicles
Eprocure
Opening Date9 Jun 2025
Closing Date9 Jun 2025
Tender Amount₹ 19,24,792
Costs
EMD
₹ 38,496Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Addition And Modification In The Infrastructure Of G-saa And Cci Matigara Nit/9/25-26
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WBPWD_860859_1Tender No
WB/PWD/EE/NBD/SS/NIT/9/25-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling all type of plain cement concrete works, stacking serviceable materrials at site and removing rubbish as directed with in a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick.
2.63
939
-
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(a) upto 150 mm. thick. (Add. above ground floor - 1st. floor)
0.36
989
-
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(a) upto 150 mm. thick. (Add. above ground floor - 2nd floor)
0.36
1039
-
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Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
3.35
166
-
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Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes (i) Pakur Variety.
0.34
5639
-
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Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. (a) Pakur Variety.
1.56
5123
-
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(a) Pakur Variety. (Add. above ground floor - 1st. floor)
0.36
5218
-
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(a) Pakur Variety. (Add. above ground floor - 2nd floor)
0.36
5313
-
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Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
16.5
24
-
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Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
3.5
34
-
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. 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 inter-section, complete as per drawing and direction. (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. Other manufacture not specified
0.04
56946
-
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Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
4.5
328
-
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Supplying and laying true to line and level Anti-Skid, Full Body,Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance withIS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr'shardness > 5.0, Staining resistance: Class-1, Water Absorption: E <0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thicklayer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement,synthetic adhesive and grout material to be supplied by the contractor). a) In Ground Floor: Sizes-300 mm x300mm x10 mm with breaking strength > 1200 N
4.5
906
-
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Supplying,Fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 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.(B) Wall With Sand Cement Mortar(1:3)15mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m. & joint filling using white cement slurry @0.20kg/Sq.m. (a) Area of each tile upto 0.09Sq.m. (i) Coloured decorative.
42
745
-
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Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth
4.5
4896
-
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In Super structure, ground floor.
1.25
5119
-
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
21
674
-
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Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with 1:6 cement mortar. (b) 20 mm. thick plaster.
43.75
161
-
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Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of5mm (± 0.2 mm) made out of single piece extruded PVC profile, with mitred cutjoint sand joint with 2 nos. of PVC bracket of size 190 mm x 100 mm long arms ofcross section size 35 mm x 15 mm & self driven self taping screws, the verticaldoor profiles to be reinforced with 40x20mm M.S. rectangular tube of 0.8 mm ,including providing EPDM rubber gasket weather seal throughout the frame,including jointing 5 mm PVC frame strip with PVC solvent cement on the back ofthe profile. The doorframe to be fixed to the wall using 8 x100mm long anchorfasteners complete, all as per manufacturer‟s specification and direction ofEngineer -in- charge.
20
445
-
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Providing & fixing factory made 30 mm thick factory made solid pvc door shuttermade out of single piece extruded solid pvc profile . The style & rails shall be ofsize of 75 x 30 mm having wall thickness of 5 mm. The style and top bottom railshall have one side a thickness of 15 mm integrally extruded on the hinge side ofthe profile for better screw holding power. 15 mm thickness shall be of singlepiece extruded solid pvc profile whereas it shall be not be made of sheet pastedprofile) . The styles and rails shall be reinforced with MS tube of size 18 mm(±)1mm x 18 mm (±) 1mm x 1mm painted with primer all four corners ofreinforcement to be welded or sealed . solid pvc extruded bidding (push fit type)will be set inside the styles and rails with a cavity to receive single piece extruded5 mm pvc sheet as panel. The styles and rails will be metered cut and join with thehelp of pvc solvent cement, self tapping screw and braket of size 200 x 75 mm /welded at each corner. Single piece extruded solid pvc lockrail of size 100 x 30mm with a wall thickness 5 mm & 15 mm integrally extruded in the middle oflockrail & fixed with styles with the help of PVC solvent cement & self driven selftapping screws of size 100mm x 8mm complete as per manufacturersspecifications and direction of Engineer-in-Charge. a) Factory made Single piece non decorative extruded PVC profiles doorshutter(mat / plain finish)
6.72
2348
-
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Applying interior grade acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to received distemper /Acrylic emulsion paint including scraping and preparing the surface thoroughly , complete as per manufactured specification and as per directions of the EIC.In ground floor. (a) one coat. (i) water based interior grade Acrylic primer.
50
3080
-
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Applying acrylic emulsion paint of approved make and brand on walls and ceiling including sand papering in intermediated coats including putty ( to be done under specific instructions of superintending engineer): (two coats). (i) standard quality.
50
62
-
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Applying exterior grade Acrylic primer of approved quality and brand on plaster or concrete surface old or new surface to receive decorative textured (mat finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor:. (a) one coat.
93.75
3140
-
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Protective and decorative Acrylic exterior emulsion paint of approved quality , as per manufacture specification as per direction of EIC to be apply over Acrylic primer as required. the rate included cost of material , labour scaffoldic and all incidential charges but excluding the cost of primer.In ground floor ( two coat). (a) Normal Acrylic emulaion.
93.75
67
-
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Labour for lowering and stacking after dismantling in parts R.S.joists, channels, angles, tees, plates etc.complete as directed. (a) From 1st floor level
6.6
255
-
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Collapsible gate with 40 mm.X 40mm x 6 mm.Tee as top and bottom guide rail, 20 mm,X10 mm,X2 mm. vertical channels 100 mm. apart in fully stretched position 20 mm. X5 mm.M.S. flats as collapsible bracing properly rivetted and washered including 38 mm. 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. (Add extra @1% for each addl. floor upto 5th floor and @1.25% for each addl. floor above 5th floor.)In ground floor.
17.1
4351
-
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. (Add. above ground floor - 1st. floor)
17.1
4394
-
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(Add. above ground floor - 2nd floor)
17.1
4438
-
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M.S. structural works in roof trusses with tubular sections conforming to IS: 806- 1957 & IS: 1161- 1958 connected to one another with bracket,gusset,cleats as per design, direction of Engineer-In-Charge complete including cutting to requisite size. fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 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.(Payment to be made on the basis of calculated weight of structural tubular members as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with the weight of finished structural members. The rates are considered for a height of erection 8m./ 2nd. floor leves from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part ther of.(i) For trusses spanning up to 12.00 m.
0.45
74920
-
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Supplying, fitting & fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT (Base Metal Thickness) 0.50mm TCT (Total Coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology, 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm C/C with subtle square fluting in the pan and the end rib shall have anti-capillary grave and return leg, The steel sheet shall be fastened with 40 micron zinc coated or 25 micron zinc-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 class 3 fastener. The base steel shall be coated with zinc-aluminium alloy zincalum (AZ150) (i.e 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-painted with colorband XRW (Xterior roofing walling) paint system of 35micron super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents conforming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval conforming genuity of the materilal. In roof (a) 0.5mm thick sheet.
12.4
896
-
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M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weitghing not less than 22.5Kg./m. or 15% of weight for finished structural members weighing less than 22.5 kg./m. may be incressed to allow for bracket, cleat, revets, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer-In-charge. The rates are considered for a height of erection 8m./ 2nd. floor level from level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part there of. (I) For structural members/built up sections of specified sections weighing less than 22.5kg./m.
8.06
74571
-
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(a) 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 and fixed with necessary screws and lugs in ground floor. (Add extra @1% for each addl. floor up to 4th floor and @1.25% for each addl. floor above 4th floor). (i) Grill weighing above 10 kg./sq.m.and up to 16kg/sq.m.
0.17
10021
-
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Supplying fitting and fixing I.R.C. fabric mesh with covering battens includingcost of screws etc complete (excluding the cost of battens).In ground floor. (i) 25mm x 25mm x 2.7mm x 2.7mm. (Add. above ground floor - 1st. floor)
396
324
-
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(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
494.28
29
-
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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary. (b) On steel or other metal surface: (1) With super gloss (hi-gloss). (iv) Two coats (with any shade except white).
494.28
79
-
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Supplying and application of chemical for post Installed rebar connection by using ETA approved for seismic criteria In rebar connection, Including drilling hole to the required depth by rotary hammer drill, cleanlng with brush & jet of clean air, fillng chemical usIng serrated noule to eliminate mIxIng error and in a voldless manner IncludIng charges for all tools & plants. Application to be designed for post• Installed rebars as per ECZ/TR023 or relevant tested and accepted design guidelines and the design document to be furnished by the manufacturer. The chemical should have ETA apprOVal for seIsmIc criteria of rebar fixing whIch should be furnished by manufacturer. The installation and the setting instructions should be strIctly followed as per manufacturer's
specl/icatlons as approved by EICprior to drlll/ng along with post· Installed rebar embedment design report. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling.
Notes : 1)This rate Is excluding the c st of scaffolding. 2)Thls work should not be excuted without specific permission of superintending Engineer 0f the respective circle and Injection process should be executed in the presence oj officer not below the rank 0f Assistant Engineer to supervise the work minutely. 3) Rebar grouting Is specifically required for extension and strengthening purpose of old or existing RCC structural members with new RCC structural members through rebar fixing chemical Item without breaking beam, coloumn, roof slab, lintel, cellina etc. Cost of post installed rebaring application with chemical as speclfled for 20
mm dia per cm of depth
7500
42
-
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Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete (In all floors for internal wall & upto 6m height for external wall ).(ii) 4 mm. thick.
1.08
536
-
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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vii) 100 mm x 58 mm x 1.90 mm.
16
61
-
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Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S.230/72) fitted and fixed complete:. (a) With continuous plate base (hexagonal/round rod). (vii) 150 mm grip x 12 mm dia rod.
8
111
-
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Renewing rebeated iron mortice lock (local best approved quality) with handle, connected rods and keys consisting a complete set with I.S.I. mark:. (d) with anodised aluminium decorative handle.
8
1080
-
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Iron socket bolt of approved quality fitted and fixed complete. (c)150 mm long x 10 mm dia bolt.
8
63
-
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Taking out door and window shutters and rehanging the same with old fittings. (a) With new iron screws.
25.2
78
-
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Easing door and window.
10
17
-
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Supplying profiles of requred section made of Aluminium Alloy extrusions conforming to IS:732-1983 and IS:1285-1975; Annodized (with required film thickness and specified colour/natural) matt finished conforming to IS: 1868-1983 for fabrication of composite door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed/ certified make and brand as per direction of Engineer-In- Charge . (Payment will be made on finished length of the work). (A) In 10-12 Micron thickness Annodizing film. (I) Natural White.(h) Louvered window. (i) Top , bottom and side member.
6
183
-
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(A) In 10-12 Micron thickness Annodizing film. (I) Natural White. (h) Louvered window. (ii) Louver section.
3.6
658
-
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(A) In 10-12 Micron thickness Annodizing film. (I) Natural White. (h) Louvered window. (iii) Cleat angle. (Non-annodozed).
1.2
263
-
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Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium section for the following units:-. (A) Glazed aluminium sliding windows made of extruded and anodized alloy aluminium sectios , fabrications, including cutting to proper shape and size, drilling and alinging of window and shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joinerires along with extruded neoprine or EPDM gasketing in between window frame and masonary work (walls, column, beam, lintels etc.), as well as between glass and shutter frame for fixing glass, & poly sulphate sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate incluides the hire charges of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. But excludes the cost of extuded aluminium sections, glass, neoprene /EPDM gasketing, locking arrangement and rollers. (v) Louvered window.
1.08
730
-
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Supplying bubble free float glass of approved make and brand. Conforming to IS: 2835-1987. (iv) 5 mm thick coloured / tinted / smoke glass.
2.16
585
-
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Supplying PVC rollers for sliding windows as per direction of Engineer in charge.
40
14
-
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Supplying maruti lock. (100mm.).
20
46
-
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Filling the gap in between aluminium frame & adjacent RCC / Brick/Stone work by providing weather silicon sealant over 6mm dia backerrod of approved quality as per architectural drawings and direction ofEngineer-in-Charge complete.Upto 5 mm depth and 5 mm width (a) Ground Floor
174
69
-
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Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). 530 mm X 410 mm.
2
1522
-
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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. (Painting to be paid seperately). P' Trap. 100 mm.
2
948
-
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Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. Specification with P.V.C. fittings complete, C.I. brackets including two coats of painting to bracket etc.
2
1015
-
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Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. Brackets on 75 mm X 75mm 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 30mm dia, approved quality P.V.C.waste pipe with C.P. nut 32mm 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. 450 mm x 300 mm size.
2
1979
-
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Supplying, fitting and fixing soap holder. Polythene.
3
50
-
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Supplying, fitting and fixing Flat back urinal (half stall urinals) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. 470 mm X 280 mm X 340 mm.
1
945
-
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Supplying, fitting and fixing urinals flush pipe fittings of approved brand. C.P. urinals flush pipe fiitngs range of one .
1
147
-
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Supplying, fitting and fixing PVC pipes of approved make of of Schedule 80 (medium duty) conforming to ASTMD-1785 and threaded to match with GI Pi;es 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 piles, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials. Payment for painting will be made seperately). For Exposed Work PVC Pipes. 20 mm.
12
129
-
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For Exposed Work PVC Pipes. 25 mm.
30
177
-
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For Exposed Work PVC Pipes. 50 mm.
8
384
-
... More
Supply of Chlorinated Polyvinyl Chloride (CPVC ) pipes &fittings conforming to IS-15778: 2007 (Q) Ball Valve 25 mm
2
239
-
... More
Supplying, fitting and fixing bib cock or stop cock. Chromium plated Bib Cock short body (Equivelent to Code No.511 & Model- Tropical /sumthing special of ESSCO or Similar brand).
4
539
-
... More
Chromium plated Stop Cock (Equivelent to Code No.513(A) & 513(B) Model- Tropical /sumthing special of ESSCO or Similar brand).
6
493
-
... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 . Single socketed 3 meter length. 110 mm.
15
292
-
... More
Fittings. Door Tee. 110 mm.
2
195
-
... More
Fittings. Bend 87.5o. 110 mm.
4
120
-
... More
Fittings. Vent Cowl. 110 mm.
2
33
-
... More
Fittings. Pipe Clip. 110 mm.
2
21
-
... More
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any foor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Enginer-in-charge) Payment will be made on centre line measurement of the total pipeline including specials.). Above ground. 110 mm dia.
15
57
-
... More
Supplying, fitting and fixing bevelled edge mirror 5.5 mm thick silver red as per I.S. 3438/1965 together with brass C.P. hinges. 450 mm X 300 mm .
2
367
-
... More
Supplying, fitting and fixing towel rail with two brackets. C.P. over brass. 25 mm dia. and 600 mm long.
3
430
-
... More
Supplying, fitting & fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P.nut, 15mm dia. 600 mm long.
2
107
-
... More
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm(depth) with 250 mm thick 1st. class brick work in cement mortar(4:1) on all sides, bottom of the pit consisting of 100 mm thick cement concrete(1:6:3) with stone chips over a layer of jhama brick flat soiling, 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 covered with 100mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements 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. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. With Pakur veriety (OTHER MANUFACTURES NOT SPECIFIED)
4
6436
-
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Making connection with the existing pit.
4
88
-
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GST @ 18% of Estimated cost
1
1615030
-
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Labour Wellfare Cess @1% of Estimated cost with GST
1
1905735
-
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