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Proposed Gravity Based Piped Water Supply Scheme For Kalimpong Khasmahal Pwss , Under Tashiding G.Pblock Kalimpong I, Districtkalimpong, kalimpong-West Bengal

Public Health Engineering Department-PHED has published Proposed Gravity Based Piped Water Supply Scheme For Kalimpong Khasmahal Pwss , Under Tashiding G.Pblock Kalimpong I, Districtkalimpong. Submission Date for this Tender is 05-04-2023. Water Supply Project Tenders in kalimpong West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

36752137
Proposed Gravity Based Piped Water Supply Scheme For Kalimpong Khasmahal Pwss , Under Tashiding G.Pblock Kalimpong I, Districtkalimpong
Open Tender
Indian
West Bengal
kalimpong
05-04-2023

Tender Details

Proposed Gravity Based Piped Water Supply Scheme For Kalimpong Khasmahal Pwss , Under Tashiding G.Pblock Kalimpong I, Districtkalimpong

Key Value

Document Fees
Refer document
EMD
INR 1741522.0 /-
Tender Value
INR 8.70 Crore /-

BOQ Items

PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG
Sl. No. Item Description
1Estimate For Functional Household Tap Connection (FHTC) for PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG
2Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20 mm OD PPR-C (Class-SDR 7.4/PN-16) pipe (average 15m length) with all necessary specials 1.0 meter below the ground connecting the ferrule / Flow Control Valve including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2)to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 meter length with all necessary specials to continue from the end of the HDPE/PVC/PPR-C pipe and up to 1.0 m above ground within the premises of household. Note : 1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule. 3. Payment of supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 meter below the ground will be made on actual measurement basis. The rate of this item is Rs. 117/- per meter.
3Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo- Reference as directed by EIC and Submission of the same to PHE Dte in soft copy.
4Fencing Work at Sedimentation Tank.
5Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete. a) Depth of excavation not exceeding 1500mm, shoring not required. FORColumn Foundation
6Earth work filling in foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc layer by layer complete.(Payment to be made on the basis of measurement of finished quantity of work) With earthobtained from excavation of foundation.
7Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes((ii ) River Bazree.Base Concreting
8Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
9M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, 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 Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection 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 incidental chages such as electricity charges, labour insurance 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 weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, 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 the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m
10b) Supplying, fitting galvanised 2 ply 12 gauge / 2 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 as necessary 2 ply 12 gauge/ 2 points.
11M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
12a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.On Steel Surface.
13(A) 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 :(b) On steel or other metal surface :
14Estimate For Intake Chamber for PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (10 NOS)
15Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
16Earthworkin exacavation foundation trenches in all sorts of soil but excluding stony and moorum soil including removingspreading of stacking the spoils within a lead of 75 m as per directed & including triming the sides of trenches levelling dressing and bailing or pumping out water etc. required complete depth of excavation. Exceeding 1 m and not exceding 2 m below average bed level at the site of excavation and not requiring shorting. a) Depth of excavation not exceeding 1500 mm.
17Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (b) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. With staging
18Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)..
19Earth 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 measurement of finished quantity of work). With earth obtained from excavation of foundation.
20Supplying and laying Polythene Sheet (150 gm / sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
21Cement concrete with graded stone ballast (40 mm size excluding shuttering). With N.B. Variety stone metal. 1:3:6 proportion.
22Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. River Bazree
23Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
24Plaster ( to walls, floor, ceiling etc.)with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throsting,nosing and drip course where necessary (ground floor).With 1:6 cement morter, 20 mm. thick
25Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
26Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (1:3:6)proportion
27Estimate For Sedimentation Tank for PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG-(10 NOS)
28Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.Wall Foundation
29Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
30Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
31Ordinary cementconcrete (mix 1:2:4) with gradedstone chips 20 mm down excluding shuttering and reinforcement if any in ground floor as per IS 456-200.a) River Bazree.
32Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree).(ii) River Bazree
33Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 mOTHER THAN TATA/ SAIL/ RINL
34Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works .(f) 25 mm to 30 mm shuttering without staging in foundation
35Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
36Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar.(b) 20 mm thick plaster
37Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
38Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately).(ii) 65 mm dia. medium quality
39Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(iii) 65 mm dia
40Estimate For Laying of Gravity Main forPROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG
41Supplying , fitting and fixing GI pipes of TATA make with all necessary accessories, specials viz. socket, bend,tea, union, cross,elbo,nipple,longscrew,reducing socket, reducing tee, short piece etc. Fitting with holder bats clamps, including cutting pipes, making threads ,Fitting,fixing etc. complete in all respect including cost of all necessary fittings as reruired 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 pipeline including all specials. No seperate payment will be made for accesories, specials payments for painitng will be made seperately)(A) for exposed work.
42100 mm dia
43Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (A)-(II) ITEM 5 PG NO -5i) 100 mm dia
44ii) 80 mm dia
45iii) 32 mm dia
46C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. 100 mm dia.
47Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 mtr. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500 mm.
48Earth 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 measurement of finished quantity of work). a) With earth obtained from excavation of foundation.
49Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (b ) River bazree
50Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (1:3:6)proportion
51Estimate For Laying of Distribution System forPROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG
52Supplying, fitting and fixing G.I. pipes ofTATA make 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 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 accesories, specials. Payment for painting will be made seperately) 20 mm dia
53Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 mtr. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500 mm.
54Earth 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 measurement of finished quantity of work). a) With earth obtained from excavation of foundation.
55(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
56Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (b ) River bazree
57Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (1:3:6)proportion
58Estimate For Construction of RCC tank , with plaster , neat cement punning and provision of wash out pipe and valve for 200 H.H forPROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (2 Nos.)
59Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
60Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
61Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
62(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
63Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
64Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
65Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
66Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
67Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar. 20mm Thick
68Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
69Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
70Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
71Estimate For Construction of RCC tank , with plaster , neat cement punning and provision of wash out pipe and valve for 100 H.H forPROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG(5 Nos.)
72Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
73Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
74Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
75(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
76Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
77Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
78Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
79Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
80Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar. 20mm Thick
81Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
82Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
83Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
84Estimate For Construction of RCC tank , with plaster , neat cement punning and provision wash out pipe and valve for 50 H.Hfor PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (2Nos.)
85Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
86Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
87Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
88(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
89Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
90Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
91Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
92Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
93Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar.
94Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
95Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
96Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
97Estimate For Construction of RCC tank , with plaster , neat cement punning and provision of wash out pipe and valve for 40 H.H for PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (2Nos.)
98Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
99Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
100Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
101(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
102Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
103Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
104Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
105Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
106Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar. 20 mm thick
107Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
108Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
109Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
110Estimate For Construction of RCC tank , with plaster , neat cement punning and provision of wash out pipe and valve for 30 H.H for PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (5Nos.)
111Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
112Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
113Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
114(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
115Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
116Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
117Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
118Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
119Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar. 20 mm thick
120Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
121Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
122Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
123Estimate For Construction of RCC tank , with plaster , neat cement punning and provision of wash out pipe and valve for 20 H.Hfor PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG (1Nos.)
124Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
125Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II
126Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. Boulder soling below tank base
127(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B. variety)
128Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. ((ii ) River Bazree)
129Reinforcement 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 every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m OTHER THAN TATA/ SAIL/ RINL
130Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(b) 25 mm to 30 mm shuttering without staging 25 mm to 30 mm shuttering with staging
131Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.(ii) 25 mm. Thick
132Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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 1:4cement mortar.
133Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
134Supplying, fitting and fixing G.I. pipes of TATA make 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 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 accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia. medium quality
135Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iii) 65 mm dia
136EXTRA CARRIAGEfor PROPOSEDGRAVITY BASEDPIPED WATER SUPPLY SCHEME FORKALIMPONGKHASMAHAL PWSS ,UNDER TASHIDING G.PBLOCK : KALIMPONG - I, DISTRICT:KALIMPONG
137Extra carriage for addl. 50 m or part there of HEAD LOAD a). Sand, Stone aggregate below 40 mm nominal size.
138b.Stone aggregate 40 mm nominal size and above
139c. cement
140d. steel
141Add GST 18%
142Add CESS 1%
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