The West Bengal Small Industries Development Corporation Limited Tender
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The West Bengal Small Industries Development Corporation Limited - WBSIDCL Tender
Civil And Construction
Eprocure
Opening Date22 Aug 2024
Closing Date18 Sep 2024
Tender Amount₹ 8,36,37,233
Costs
EMD
₹ 16,72,745Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Niet 05 Of 2024-25 Sl 01 Setting Up Industrial Growth Center At Balurghat In Dakshin Dinajpur, West Bengal....up To Road Level, Etc.
Description
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Contact
Tender Id
2024_MSMET_737818_1Bid Award Id
ViewTender No
NIET 05 of 2024-25Tender Authority
The West Bengal Small Industries Development Corporation Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
Filling in foundation or plinth by fine sand (Grading Zone III as per IS:383-1970) stacked at site.) in layers not exceeding 150mm as directed & consoling the same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity)
262.5
187587
714.62
Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.)
1353.98
503463
371.84
Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor. 1:3:6 proportion
112.45
586596
5216.51
Hire and labour charges for shuttering with centreing and necessary staging. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thick approved quality plyboard shuttering in any concrete work.
2549.94
1103155
432.62
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 direction. Tor steel. For works in foundation, basement and upto roof of ground floor / upto 4 m SAIL/TATA/RINL.
58.89
5111288
86793.82
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete 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-in charge. 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 foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade Roof & above
592.79
4845856
8174.66
Brick work with 1st class bricks in cement mortar(1:4). In foundation and plinth
194.98
1218121
6247.42
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
1286.88
1045988
812.81
Plaster (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 chipping where necessary. With 1:6 cement mortar 20 mm thick plaster
3311.73
655192
197.84
Making V-groove line ( 12 mm wide,12 mm deep) in plastered surface or as per direction of Engineer in Charge.
420
2902
6.91
M.S. structural works in columns, beams, etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS : 226, 808 and SP - (6), 1964 connected to one another with bracket, gusset, cleat as per design & direction of Engineer-in-charge complete including cutting to requisite shape & length, fabrication with necessary bolting, metal are welding confirming 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 & plants, labour required for the work including all incidental charges (such as electricity, labour insurance etc.) complete. For structural members of specified sections weighing not less than 22.5 Kg / meter
3.38
300393
88873.72
Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)
776
377330
486.25
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. Two coats
2987.6
160583
53.75
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 rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.Normal Acrylic Emulsion
2987.6
345396
115.61
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
75.6
2612
34.56
Supplying & Applying painting with best quality synthetic enamal paint of approved make & brand including smoothening surface by papering etc. including using of approved putty etc. on the surface, if necessary: On steel or other metal surface. With super gloss (hi gloss). Two coats (with any shade except white). any floors. Roof & above.
75.6
7117
94.15
Main Gate and Guard Room
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soils (including mixed soil but excluding laterite or sandstone) i.c. removing, spreaqding or stacking the spoilts 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 etc. as required complete.. Depth of excavation not exceeding 1500 mm.
60.13
8546
142.15
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 the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation
11.96
1105
92.41
Filling in foundation or plinth by fine sand (Grading Zone III as per IS:383-1970) stacked at site.) in layers not exceeding 150mm as directed & consoling the same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity)
20.49
14642
714.62
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
91.35
2612
28.6
Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor. 1:3:6 proportion
11.49
59937
5216.51
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete 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-in charge. 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 foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade Roof & above
32.15
262815
8174.66
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 direction. Tor steel. For works in foundation, basement and upto roof of ground floor / upto 4 m SAIL/TATA/RINL.
4.02
348911
86793.82
Hire and labour charges for shuttering with centreing and necessary staging. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thick approved quality plyboard shuttering in any concrete work.
240.62
104097
432.62
Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m)
58.57
4188
71.51
Brick work with 1st class bricks in cement mortar (1:4) In foundation and plinth
3.25
20304
6247.42
Brick work with 1st class bricks in cement mortar (1:6). In superstructure.
15.21
94062
6184.25
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar ic. rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, ic.throating, nosing and drip course where necessary. With 1:6 cement mortar. 20 mm thck plaster in ground floor
289.78
57330
197.84
Plaster (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. With 1:6 cement mortar. 15 mm thick plaster
38.7
6641
171.62
Plaster (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. With 1:4 cement mortar. 10 mm thick plaster
10.33
1588
153.74
Making Groove line ( 12 mm wide,12 mm deep) in plastered surface.
88.5
611
6.91
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. For other Structural works like galleries etc.
0.97
88884
91633.93
Locking arrangement, rails bottom rollers for Jail type doors including supplying fitting and fixing in position complete as per approved design.
65
31684
487.45
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. 20 mm dia bolt. 450 mm long
2
562
281.27
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
12.5
19664
1573.18
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
27.63
954
34.56
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 : Two coats (with any shade except white)
27.63
2535
91.77
Labour for Chipping of concrete surface before taking up Plastering work.
176.92
4428
25.03
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Super Protective 100% Acrylic Emulsion.
289.78
33501
115.61
Supplying, and, applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Solvent based interior grade Acrylic Primer. any floors. Roof & above.One Coat
49.03
1969
40.16
Supplying & Applying acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : Two Coats. Luxury Quality. The rate includes cost of material, labour, scaffolding and all incidental charges. any floors. Roof & above.
49.03
4090
83.43
Artificial 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) & marble dust in proportion (1:2) including smooth finishing & rounding off corners including raking out joints or roughening of concrete surface & application of cement slurry before flooring works using cement @1.75kg/sqm all complete including all materials & labour. In ground floor. 3mm thick topping(High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. 25mm thk. all floor, Roof & above.
12.26
3857
314.64
Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each Granite slab above 1.00 Square meter.
7
30250
4321.47
Administration Office
-
-
-
Dismantiling all types of masonry excepting cement concrete plain or reinforcement stacking serviceable materilas at site & removing rubbish as directed within a lead of 75m. Any floor & roof
2.5
1331
532.74
Dismantiling all types of plain cement concrete work, stacking serviceable materials at site & removing rubbish as directed within a lead of 75m. upto 150mm thick. Any floor & Roof
3.75
4196
1119.1
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineerin- Charge prior to execution will be necessary).
50
596
11.92
Earth 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, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.
574.29
81635
142.15
Earth 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, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
52.88
12124
229.28
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 the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation.
530.46
49019
92.41
Filling in foundation or plinth by fine sand (Grading Zone III as per IS:383-1970) stacked at site.) in layers not exceeding 150mm as directed & consoling the same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity)
125.84
89927
714.62
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-incharge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) Depth upto 1.5 m.
512.7
229751
448.12
Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
170.9
27904
163.28
Antitermite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrefos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 liter per sq.m. of the surface before sand bed or subgrade is laid. Holes upto 50mm.to 75mm. deep at 150mm. centre to centre both ways shall be made with 12mm. diameter mild steel rod on the surface to facilitated saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in Para 6.4 of code IS-6313 (Part-II)-1981. (Mode of measurement will be per sq.m. of plan area of plinth treated).
140.34
18398
131.1
Hire 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). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ground floor
287.22
112277
390.91
Hire 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thk. Approved quality ply board shuttering in any concrete work. Ground floor
-
-
-
Ground
574.9
248713
432.62
1st
464.28
210820
454.08
2nd
537.03
255373
475.53
Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. All floor, Roof & above
596.53
17060
28.6
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 every intersection, complete as per drawing and direction. For work in foundation, basement all floor, Roof & above. Tor steel Fe 500 (SAIL/TATA/RINL).
-
-
-
Ground
28.91
2509209
86793.82
1st
8.28
722896
87306.29
2nd
8.83
775439
87818.77
Ordinary Cement concrete (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. foundation, basement all floor, Roof & above.Pakur Variety
54.07
372865
6895.97
Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete 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 Engineerin charge. 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 foumula. In ground floor and foundation. [using concrete mixture] M-25 Grade. Pakur variety.Roof & above
-
-
-
Ground Floor
217.61
1778887
8174.66
1st Floor
59.21
490725
8287.88
2nd Floor
63.42
532798
8401.11
Ordinary cement concrete (mix1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering & reinforcement if any, in ground floor as per relevent IS codes. Pakur variety. Foundation, basement all floor, Roof & above
-
-
-
Ground Floor
4.8
36309
7564.54
1st Floor
4.51
34626
7677.76
2nd Floor
4.51
35137
7790.98
Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.). Foundation, basement all floor, Roof & above
417.38
155198
371.84
Brick work with 1st class bricks in cement mortar(1:4). In foundation and plinth
28.95
180862
6247.42
25mm thk Damp Proof Course with cement concrete (1:1.5:3) (with graded stone aggregate 10mm normal size) & painting the top suface with a coat of bitumen [VG 40] using 1.7kg. Per Sqm. Including heating the bitumen & cost & carriage of all materials complete. [ Bitumen to be supplied by the Agency]. Foundation, basement all floor, Roof & above
31.59
10503
332.51
Brick work with 1st class bricks in cement mortar(1:6) . In Superstructure , Foundation, basement all floor, Roof & above.
-
-
-
Ground Floor
44.51
275260
6184.25
1st Floor
39.99
252598
6316.54
2nd Floor
55.61
358619
6448.83
125mm thk. Brick work with 1st class bricks in cement mortar (1:4) in ground floor. Foundation, basement all floor, Roof & above
-
-
-
Ground Floor
127.39
103543
812.81
1st Floor
140.06
115845
827.11
2nd Floor
263.04
221324
841.41
75 mm thick brick work with 1st class Bricks set in cement, sand mortar(1:4) in ground floor including H.B. netting in very alternate layers. Foundation, basement all floor, Roof & above.
-
-
-
Ground Floor
2
1122
561.34
1st Floor
1.7
978
575.64
2nd Floor
1.9
1120
589.94
Plaster (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 dripourse, chiping, scaffolding / staging where necessary. With 1:6 cement mortar. 20 mm thick plaster. Foundation, basement all floor, Roof & above.
-
-
-
Ground Floor
213.27
42193
197.84
1st Floor
212.93
43141
202.61
2nd Floor
401.58
83275
207.37
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, noisng and dripourse, chiping, scaffolding / staging where necessary. With 1:6 cement mortar. 15 mm thick plaster. all floor, Roof & above.
-
-
-
Ground Floor
624.94
107252
171.62
1st Floor
570.18
100574
176.39
2nd Floor
649.38
117635
181.15
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, noisng and dripourse, chiping, scaffolding / staging where necessary. . With 1:4 cement mortar. 10 mm thick plaster. all floor, Roof & above.
-
-
-
Ground Floor
235.98
36279
153.74
1st Floor
240.77
38164
158.51
2nd Floor
230.46
37629
163.28
Artificial 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) & marble dust in proportion (1:2) including smooth finishing & rounding off corners including raking out joints or roughening of concrete surface & application of cement slurry before flooring works using cement @1.75kg/sqm all complete including all materials & labour. In ground floor. 3mm thick topping(High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. 25mm thk. all floor, Roof & above.
36.99
11638
314.64
Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, Stair, dado in 15mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m]. all floor, Roof & above.
40.32
55501
1376.53
Toilet Floor: 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 with IS:13630 [Non- modular sizes for tiles with Skid resistance 0.5, Mohr's hardness 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 thick layer 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). In Ground Floor: Sizes-300 mm x300mm x10 mm with breaking strength 1200 N. all floor, Roof & above.
-
-
-
Ground Floor
21.77
23506
1079.77
1st Floor
21.77
23817
1094.07
2nd Floor
21.38
23696
1108.37
Supplying , fitting & fixing 1st quality Ceramic tiles in walls to match with the existing work & 4 nos. of key stones (10 mm. fixed with araldite at back of each tiles & finishing the joints with the 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. (Anti skid) with sand cement mortar (1:3) 15mm thick & 2mm thick cement slurry at back side of tiles using cement @ 2.91 kg/Sqm. & joint filling using white cement slurry @0.20kg./Sqm. Area of each tile above 0.09sqm. colour decorative. all floor, Roof & above.
-
-
-
Ground Floor
123.56
162574
1315.75
1st Floor
123.56
163310
1321.71
2nd Floor
116.25
154341
1327.67
Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brand conforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. using polymerised adhesive of 6mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course and joints grouted with admixture of white epoxy grout materials of approved brand including spacer -2mm 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,Iabour and all other incidental charges complete as per direction of Engineerin- Charge. (Note: This work should not be executed without specific permission of Superintending Engineer) any floors. Roof & above. ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5
mm thick)
-
-
-
Ground Floor
226.42
400453
1768.63
1st Floor
228.19
406846
1782.93
2nd Floor
159.17
286065
1797.23
Neat Cement punning about 1.5mm thick in wall dado, window sills floor, drain Note: cement 0.152cum. Per 100sqm
96.24
3899
40.52
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). sal: local. any floors. Roof & above.
-
-
-
Ground Floor
1.12
95982
85698.76
1st Floor
1.01
86796
85937.12
2nd Floor
1.43
123230
86175.48
Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: 35mm thick shutters (single leaf).any floors. Roof & above.
56.7
267259
4713.57
Supplying fitting & fixing fiber reinforcement polymer(FRP) composite door shutters as per approved design with glass fiber reinforcement plastic moulded skins & a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science & Technology(DST) to satisfy IS:4020 door testing performance criteria. any floors. Roof & above. 32mm thick
23.63
77812
3292.94
Supplying fitting & fixing fiber reinforcement polymer(FRP) composite door frame as per approved design with glass fiber reinforcement plastic moulded skins & a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science & Technology(DST) to satisfy IS:4020 door testing performance criteria. 66mmx90mm. Any floors. Roof & above.
74.25
43980
592.33
Supplying, Fitting & Fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. In cement concrete(1:2:4) including cutting of brick work / concrete work as per direction. 40mmx6mm,200mm length. Any floors. Roof & above.
252
7509
29.8
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :125x64x2.5 mm. Any floors. Roof & above.
168
14846
88.37
Supplying, fitting & fixing Brass floor door stopper. Any floors. Roof & above.
42
5856
139.44
Anodised aluminium grip handle with base plate of approved quality fitted & fixed completed.With base plate. 225mm grip x 16mm dia rod x 38mm plate x 3.2mm thick Any floors. Roof & above.
42
8859
210.95
Anodised aluminium aldrop/sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted & fixed complete. 250mm x 16mm dia bolt. Any floors. Roof & above.
42
11662
277.69
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: . 100mm long x10mm dia bolt. Any floors. Roof & above.
42
2653
63.17
Anodised aluminium decorative handle (hexagonal/ftuled) of approved quality fitted and fixed complete. 175mm plate x 12mm dia rod x 60mm hexagonal/ fluted. All floor & roof
27
3217
119.18
Supplying 6 levers 'Godrej' Crystal Satine Mortice Lock with keys including fitting & fixing complete. Any floors. Roof & above.
18
40738
2263.23
Godrej Hydraulic door closer fitted and fixed complete. Heavy type. Any floors. Roof & above.
27
66416
2459.88
Providing, fitting and fixing in position glazed casement/ 2 track or sliding windows and casement or fixed type windows, skylights ventilators with 6mm thick float/smoke glass in natural mat finish anodised colur (10-12 micron) aluminium section of series 40 mitre and jointed crimped with stainless steel friction stay, handles, locks, glazing clips, EPDM gasket, weather pile in frame grooves, nickel chrome plated fixing screws all of approved make including all materials and labour asper drawings, specifications complete. Any floors. Roof & above.
568.04
303293
533.93
Supplying, fitting & fixing two pointed nose aluminium handle including fitting & fixing. any floors. Roof & above.
57
4008
70.32
Supplying, fitting & fixing Aluminium peg stay 300mm long including fitting fixings
57
4008
70.32
Supplying fitting & fixing with integrated grills conforming to IS 1038-1975 & manufactured from rolled or Square steel sections conforming to IS 7452-1974 with non-fricition projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc. including hoisting in position, straightening if required, fixing lugs in cement concerete (1:2:4) with stone chips 20mm down cutting holes & mending good damages to match with excluding glazing . M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continously welded with M.S. flats & bars. any floors. Roof & above.
-
-
-
Ground Floor
685.8
77646
113.22
1st Floor
661.5
75794
114.58
2nd Floor
327.6
37981
115.94
Supplying fitting & fixing Collapsible gate with 40mm x 40mm x 6mm tee as top & bottom guide rail, 20mm x 10mm x 2mm vertical channels 100 mm apart in fully stretched position 20mmx5mm M.S. flats as collapsible bracings properly rivetted & washered including 38mm steel rollers including locking arrangements fitted & fixed in position with lugs set in cement concrete & including cutting necessary holes chasing etc. in walls floors etc & making good damages complete etc. any floors. Roof & above. In ground floor.
7.56
39202
5185.52
Supplying fitting & fixing M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. Grill weighing above 16 Kg./sq.mtr and above. any floors. Roof & above.
4.82
57565
11943.03
Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Matt finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx). any floors. Roof & above.
18
194723
10817.97
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.. any floors. Roof & above.
45.68
2068
45.29
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. any floors. Roof & above.
91.17
3150
34.56
Supplying and 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 throughly, complete as per manufacturer's specification and as per direction of the EIC. Two Coat. any floors. Roof & above.
827.78
44493
53.75
Supplying, and, applying 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 rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Two Coats. Super Protective 100% Acrylic Emulsion. any floors. Roof & above.
-
-
-
Ground Floor
213.27
24656
115.61
1st Floor
212.93
24797
116.46
Above Roof
401.58
47113
117.32
Supplying, and, applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Solvent based interior grade Acrylic Primer. any floors. Roof & above.One Coat.
2551.7
102476
40.16
Supplying,applying rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick). The rate includes cost of material, labour, scaffolding and all incidental charges. any floors. Roof & above.
2551.7
371017
145.4
Supplying & Applying acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : Two Coats. Luxury Quality. The rate includes cost of material, labour, scaffolding and all incidental charges. any floors. Roof & above.
2551.7
212888
83.43
Supplying & Applying painting with best quality synthetic enamal paint of approved make & brand including smoothening surface by papering etc. including using of approved putty etc. on the surface, if necessary: on timber or plastered surface. With super gloss (hi gloss). Two coats (with any shade except white). any floors. Roof & above.
45.68
4409
96.54
Supplying & Applying painting with best quality synthetic enamal paint of approved make & brand including smoothening surface by papering etc. including using of approved putty etc. on the surface, if necessary: On steel or other metal surface: With super gloss (hi-gloss). Two coat (white in shade). any floors. Roof & above.
91.17
8366
91.77
Supplying & Applying protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. any floors, roof & above.Two coats
15
1805
120.37
Supplying, fitting & fixing bubble free float glass of approved make and brand conforming to IS: 2835-1987. 5mm thick coloured / tinted / smoke glass. any floors, roof & above.
87.39
60928
697.2
Supplying and laying true to line and level 25 mm. thick precast roof tiles made of cement conc. With stone chips as per approved strength and density set in 25 mm.(Avg) thick cement morter (1:3) & filling up joint (3mm wide) with cement sand mortar (1:1) applying cement slurry @ 1.75 kg. per Sqm. back of tiles & then setting close the precast tiles, finishing up the joints with slurry already laid & finally finishing the top surface including providing 150mm high skirting with the top surface including providing 150mm high skirting with the same tiles flushed with the inside surface of parapet wall finishinbg the mouth of rain water pipes, curving etc. as necessary complete as per direction of the Engineer- in- charge.(levelling if necessary maybe paid separately).For 25mm thick precast tiles (cement 14.6kg./Sqm. Underlayer). any floors, roof & above.
260.91
174133
667.41
Supplying & laying Polymer concrete made with water resistant bonding agent of synthetic rubber emulsion as per manufacturer's specification including the cost of cement concrete (2.75 Kg / bag of cement) Note : Payment on volume of (1 : 1½ : 3) Concrete. any floors, roof & above.
19.57
250731
12812.03
Supplying & provide chicken mesh in joints of R.C.C. & brickwork before plastering.All floor and above roof.
922.25
45061
48.86
Sanitary & Plumbing Works
-
-
-
Supplying, fitting and fixing shower of approved brand and make. Chromium plated Rose shower with revolving joint and 150 mm long shower arm (Equivalent to Code No. 5489 & Model - Florentine of Jaquar or similar brand).
5
8414
1682.82
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).
-
-
-
25 mm
25
27173
1086.92
20 mm
10
7830
783.01
32 mm
10
14992
1499.28
40 mm
3
5885
1961.7
50 mm
3
8445
2815.03
Supplying, fitting and fixing bib cock or stop cock.
-
-
-
Chromium plated Bib Cock with wall flange (Equivalent to Code No.5047 & Model - Florentine of Jaquar or similar brand).
10
10261
1026.14
Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
33
32053
971.32
Supplying, fitting and fixing pillar cock of approved make CP Pillar Cock with 200 mm extended Lever Handle (Equivalent to Code No. 5031 & Model - FLORENTINE of JAQUAR or similar brand).
12
15131
1260.92
Supplying, fitting and fixing pillar cock of approved make CP Wall Mixture without spout but with provision for connnection to Telephone Shower and exposed pipe for Overhead shower (Equivalent to Code No. 5215 & Model - FLORENTINE of JAQUAR or similar brand).
5
14647
2929.44
Supplying, fitting & fixing CP 2-way bib Cock - 15 mm, supplied, fitted and fixed. (Code No.5041 & Model - FLORENTINE of JAQUAR or similar brand
12
18148
1512.39
Supplying, fitting & fixing Chromium plated double coat Hook(Equivalent to Code No. 35761 &
Model - KUBIX of Jaquar or similar).
12
7379
614.97
Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO /ATLAS or equivalent. 15 mm
5
530
106.07
Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe and wall flange (Equivalent to Code No. 545 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
12
8995
749.64
Supplying, fitting and fixing C.I. holder bat clamp including cutting holes in wall etc. and mending good all damages in cement concrete with jhama chips (4:2:1) and cement plaster (6:1) to match and curing complete in all respect.
-
-
-
20 mm
10
345
34.56
25 mm
10
369
36.95
Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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.
-
-
-
a) For Exposed Work CPVC Pipes Class-I,SDR-11
-
-
-
20 mm
85
14486
170.43
25 mm
125
30986
247.89
32 mm
75
25296
337.28
40 mm
100
48030
480.3
50 mm
75
58815
784.2
b) For Concealed Work CPVC Pipes Class-I,SDR-11
-
-
-
15mm
125
20856
166.85
20mm
120
24456
203.8
25mm
100
28007
280.07
Supplying, fitting & fixing PVC pipes for underground work of approved make of (medium duty) conforming to ASTMD - 1785 & threaded to match with GI Pipes as per IS : 1239 (Part - I). With all necessary accessories, specials viz. socket, bend, tee, union, coss, elbo, nipple, lomgscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials, jointing materials, cutting pipes, making thread, cutting trenches upto 1.5 metre below suffacein all sorts of soil & refilling the same directed complete in all respect. (Payment will be made on the centre line measurments of the total pipe line including all specials. No separate payment will be made for assesories, specials) PVC Pipes (Dia) 40mm
50
18532
370.65
Supply, Fitting & Fixing of complete Bottle waste tap. 32 mm
5
935
187.11
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.
13
15725
1209.68
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer.5000 litre capacity capacity
3
96700
32233.42
Labour for hoisting plastic water storage tank. Above 1500 litre upto 5000 litre capacity.
-
-
-
a) Upto 1st story from GL.
3
550
183.54
b) Extra for each additional floor.
3
257
85.81
Supplying, fitting and fixing white vitreous china best quality approved make wash basin or oval type (Counter top 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. waste pipe with 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. 550 mm X 400 mm size
15
39472
2631.49
Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. Sink with drain board 1050 mm X 450 mm X 180 mm
1
5966
5966.15
Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.
-
-
-
i) 600 mm lomg
5
637
127.52
ii) 750 mm long
3
418
139.44
Supplying,fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 750 mm long
11
773
70.32
Supplying, fitting & fixing UPVC pipes All 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 materails (Spun Yarn, Valamoid / Bitumen /M-Seal etc) complete. 160mm Dia
125
72252
578.02
Supplying fitting & fixing W.C. Connector (450 mm long) W / lipring
75 mm
5
1650
330.13
Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.
-
-
-
a) With 'P' trap
6
10161
1693.55
b) With 'S' trap
6
10812
1802
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap. 580 mm X 440 mm
3
5767
1922.37
Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete. E.W.C. Plastic (hallow type) black
12
4319
359.92
Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete. 600 mm X 150 mm. Salt glazed stone ware.White vitreous chinaware
25
4111
164.47
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. C. P. Flush Pipe
11
3867
351.58
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. 465 mm X 355 mm X 265 mm
11
37611
3419.27
Supplying, fitting and fixing porcelain partition wall of approved make of size 618 mm X 310 mm complete in all respect.
10
13491
1349.12
Supplying, fitting and fixing liquid soap container. Cromium plated.
10
4683
468.38
Supplying, fitting & fixing Supplying, fitting and fixing porcelain soap tray of approved make. Recessed soap tray of size 150 mm X 150 mm
10
4028
402.83
Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm
9
6575
730.57
Supplying, fitting and fixing towel rail with two brackets Aluminium. 25 mm dia. & 750 mm long
16
3565
222.87
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 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 out-side 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 100 mm 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 variety
10
81233
8123.31
iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth.
5
9027
1805.58
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 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) 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, fittings, 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 the tanks 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 costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.. With Pakur variety
-
-
-
For 50 users
1
102534
102534.13
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
1
18786
18786.34
Supplying, fitting and fixing shower of approved brand and make. Hand Shower (Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar).
14
20873
1490.94
Pump Room
-
-
-
Earth 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, leveling, dressing and ramming the bottom, bailing out water as required complete.
-
-
-
(a) Depth of excavation not exceeding 1500 mm
47.01
6682
142.15
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 the basis of measurement of finished quantity of work)
-
-
-
(a) With earth obtained from excavation of foundation
21.43
1980
92.41
Filling in foundation or plinth by fine sand (Grading Zone III as per IS:383-1970) stacked at site.) in layers not exceeding 150mm as directed & consoling the same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity)
15.12
10805
714.62
Supplying and laying polythene sheet (150 gm / sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
56.4
1613
28.6
25mm thk Damp Proof Course with cement concrete (1:1.5:3) (with graded stone aggregate 10mm normal size) & painting the top surface with a coat of bitumen [ VG 40] using 1.7kg. Per Sqm. Including heating the bitumen & cost & carriage of all materials complete. [ Bitumen to be supplied by the Agency]
8.7
2892
332.51
Antitermte treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrefos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Hole upto 50 mm to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of Code IS-6313 (part -II) 1981. (Mode of measurement will be plan area of plinth treated)
38.4
5034
131.1
Ordinary Cement Concrete M-15 (mix 1:2:4) with graded stone chips (20 mm down) excluding shuttering and reinforcement if any in ground floor as per IS 456 - 2000. Pakur variety
10.52
72545
6895.97
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling. Single brick flat soling (thickness 75 mm.)
67.63
25147
371.84
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works
-
-
-
Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
-
-
-
Upto Ground floor
166.97
72234
432.62
Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete 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 Engineerin charge. 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 foumula. In ground floor and foundation. [using concrete mixture] M-25 Grade. Pakur variety.Roof & above
21.82
178371
8174.66
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 direction.
(i) Tor steel / Mild steel SAIL/TATA /RINL
-
-
-
(a) For works in foundation, basement and upto roof of ground floor / upto 4 m
2.62
227399
86793.82
Brick work with 1st class bricks in cement mortar(1:4). In foundation and plinth
4.74
29612
6247.42
Brick work with 1st class bricks in cement mortar(1:6) . In Superstructure , Foundation, basement all floor, Roof & above.
16.8
103895
6184.25
125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor using approved H.B. netting in every third layer complete in all respect
7.86
6388
812.81
Supplying & fixing of chicken mesh 150 mm width at every junction of beams and brick work as per specification before plaster (both outside & inside at all slab level)
11.28
551
48.86
Plaster (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)
(i) With 1:6 cement mortar
(a) 20 mm thick plaster
134.59
26627
197.84
Plaster (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)
(i) With 1:6 cement mortar
(b) 15 mm thick plaster
102.99
17675
171.62
Plaster (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)
(i) With 1:4 cement mortar
(c) 10 mm thick plaster
38.4
5903
153.74
Collapsible gate with 40mm x 40mm x 6mm Tee as top and 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 riveted and washered including 38mm steel rollers including locking arrangements, 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.
6
31113
5185.52
Supplying solid flush type doors 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 in ground floor.
-
-
-
(a) 35 mm thick shutters (single leaf)
6
28281
4713.57
Supplying, fitting and fixing M.S. clamp for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction
-
-
-
(a) 40 mm X 6 mm, 250 mm length
12
357
29.8
Providing and fixing IS : 12817 marked stainless steel butt hinges with
stainless steel screws etc. complete
-
-
-
(i) 100X58X1.90 mm
6
530
88.37
Iron socket bolt of approved quality fitted and fixed complete
-
-
-
(a) 150 mm long X 10 mm dia bolt
4
300
75.08
(b) 300 mm long X 10 mm dia bolt
4
452
113.22
Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete
1
2263
2263.23
Anodised aluminum D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete
-
-
-
(i) 125 mm grip X 12 mm dia rod
1
122
122.76
Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm dia rod with center bolt and round fitting. 300 mm long
2
395
197.84
i) Brass floor door stopper
1
139
139.44
Supplying fitting & fixing windows & ventilators with or without integrated grills conforming to IS 1038-1975 & manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box 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 20mm down cutting holes & mending good damages to match with excluding gazing .With out integrated grills.
-
-
-
Openable steel windows as per IS sizes with side hung shutters & horizontal glazing bars with/without fixed type ventilators.[The extra rate admissible for the openable portion only]
-
-
-
a) Ground Floor
14.4
37739
2620.77
Two pointed nose aluminum handle including fitting & fixing.
16
1125
70.32
Aluminum peg stay 300mm long including fitting fixings
16
1125
70.32
M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats & bars
316.8
35491
112.03
Supplying bubble free float glass of approved make and brand conforming to IS: 2835- 1987. 6mm thick. 6mm thick coloured / tinted / smoke glass.
14.4
10039
697.2
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
12
543
45.29
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20.4
705
34.56
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 :
-
-
-
(a) On timber or plastered surface :
-
-
-
(i) Two coats (white in shade)
12
1158
96.54
(b) On steel or other metal surface :
-
-
-
(i) Two coats (white in shade)
20.4
1872
91.77
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic 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) Two Coats
141.39
5678
40.16
Supplying & Applying acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : Two Coats. Luxury Quality. The rate includes cost of material, labour, scaffolding and all incidental charges. any floors. Roof & above.
141.39
11796
83.43
Applying Exterior grade Acrylic primer ofapproved 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. Two coats
134.59
7234
53.75
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 rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Super Protective 100% Acrylic Emulsion.
134.59
15559
115.61
Artificial stone in floor, dado, staircase, etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marbel dust in proportion (2:1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 Kg / sqm all complete including all material and labours. In ground Floor 3 mm thick topping (high polishing and grinding on this item is not permitted with ordinary cement) 25 mm thick
17.52
5512
314.64
Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, Stair, dado in 15mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m]. all floor, Roof & above.
44.94
61861
1376.53
Supplying and laying chequered tile of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick (avg) cement mortar (1:3) complete in all respect with all labour and materials. (Using cement slurry @ 4.4 kg/sqm at back side and 2.4 kg/sqm for joint filling). Red Variety. (i) 25 mm thick
20.4
11451
561.34
Supplying and laying true to line and level 20 mm / 25 mm. thick precast roof tiles made of cement conc. with stone chips as per approved strength and density set in 25mm avg. thick cement morter(1:3) and filling up joint (3 mm wide) with cement sand mortar (1:1) applying cement slurry @ 1.75 kg per Sq.m back of tiles and then settting 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. (Levelling if necessary may be paid separately)
-
-
-
(i) For 25 mm. thick precast tiles (cement
14.6 kg/ Sq.m for under layer)
38.4
25628
667.41
Supplying & laying Polymer concrete made with water resistant bonding agent of synthetic rubber emulsion as per manufacturer's specification including the cost of cement concrete (2.75 Kg / bag of cement) Note : Payment on volume of (1 : 1½ : 3) Concrete. any floors, roof & above.
3.84
49198
12812.03
Labour for Chipping of concrete surface before taking up Plastering work.
82.68
2069
25.03
Making V-groove line ( 12 mm wide,12 mm deep) in plastered surface.
150
1036
6.91
M.S. structural works in columns, beams MS Plate 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-incharge 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 charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. For built up sections / srtuctural members of specified sections
weighing not less than 22.5 Kg./m
0.37
34058
92049.87
Culvert ( 2nos)
-
-
-
Bailing or pumping out water from foundation trenches.
1100
27379
24.89
Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
400
4768
11.92
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of the Engineer-in-Charge. By Mechanical means. ( a )All types of soil
-
-
-
upto 3 m depth
537.76
78830
146.59
3 m to 6 m depth
30
5863
195.46
Earth work in filling in foundation trenches or plinth with good earth in layers not exciding 150 mm. Including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation.
107.55
9938
92.41
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).
-
-
-
Depth upto 1.5 m.
87
40023
460.04
For additional depth beyond 1.5 m. and upto
3.00 m
26.1
13655
523.2
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with medium sand of approved quality free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
141.33
100997
714.62
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is required.
1175.1
495774
421.9
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
54.22
4705960
86793.82
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M 15 Concrete
81.57
562504
6895.97
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. (Pakur variety) M30
387.24
3250012
8392.76
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
40
5577
139.44
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
8
7541
942.71
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
56
667408
11918
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. true to line andgrade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no 50/202 and technical specifications
24
58865
2452.72
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. (Two coats)
10.8
1274
117.99
Flexible Apron. Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
93.96
311756
3317.97
Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.
124.8
362099
2901.44
Tubewell (Two Nos.)
-
-
-
Installation of 1 No 250 mm x 150 mm dia Tubewell along with providing, testing and commissioning of Submersible pumpset
-
-
-
Labour for boring through any type of soil for sinking tube well of required dia. With top enlargement by rig boring system including hire charges and labour for supplying of suitable dia. Casting pipes upto full depth of tube well with necessary sockets, tools and plants, staging, force pumping set and making necessary arrangements for boring and also cost of withdrawing the casing pipes and lowering pipes, stainers, blind pipes etc. complete. (The casing pipe should have a minimum 50 mm gap in between the outside of the tube well pipe and the casing pipe).
-
-
-
a) For depth upto 250 meter for 150 dia. Tube well with top enlargement of 250 mm dia.
-
-
-
i) First 50 metre
100
120849
1208.49
ii) Next 50 metre
100
105236
1052.36
iii) Rest 50 metre
100
125735
1257.35
iv) For additional depth beyond 150 m
200
260050
1300.25
Supplying M.S. male / female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the
Engineer - in - Charg
-
-
-
i) 150 mm dia.
60
228682
3811.38
Supplying, fitting & fixing heavy type bell mouth PVC reducing socket
-
-
-
200 mm X 250 mm
2
3594
1797.23
Nipple (300 mm long), Dia 150mm
2
1072
536.31
Supplying, fitting and fixing G.I. cap at top
-
-
-
300 mm
2
1723
861.67
Supplying, jointing and lowering vertically UPVC threaded pipes with necessary sockets, special fittings and jointing as required including cost of all jointing materials, hire charges of tools and plants, cutting pipes to required sizes with threads as necessary and lowering the pipes within the borewell vertically as per direction of the Engineer-in-charge
-
-
-
150 mm nb Sch 80 and as per ASTM D1785
440
744638
1692.36
250 mm nb Sch 80 and as per ASTM D1785
60
210734
3512.24
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yeild in gallons per hour with "V" notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect.
6
53902
8983.79
Labour for making arrangement for showing vertically test including the cost for hire charges of tools and plants, scaffolding labour etc. all complete.
2
2183
1091.69
Collecting sample of water for physical bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc, complete in all respect as per direction and as per IS 10500 parameters.
2
2934
1467.11
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 sizefrom 2 mm to 5 mm or the size aproved by the Engineer - in- charge including cost of materials labour and equipment complete.
8
19345
2418.16
Packing the annular space between the outside of the housing pipe & the bore with puddled clay balls of approved size as per direction of the Engineer - in- charge with cost of materials & labour complete.
30
14909
496.98
Providing & fixing bottom plug as required for 150 mm dia PVC pipe including cost of materials & labour with fixing in position complete for sealing the bottom of assembly.
2
1027
513.67
Supplying, fitting & fixing 300 mm M.S housing clamp of approved quality
2
5327
2663.67
Geophysical investigation of the aquifer by electro logging system with all tools & plants as necessary including supply of necessary report.
2
19657
9828.78
Supplying of GI pipe of TATA make of 80 mm dia (medium quality) including necessary sockets for column pipe. 80 mm dia
60
68290
1138.17
CI sluice valve with flanged ends drilled to as per IS 1358/1962 and having all cost component as per IS 780/1971 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT / sq.cm. spindle nut valve and seat faces of hardware resisting manufactured from best quality gun metal, conforming to IS 780/1971 paint tested to 21 kg. (Hydraulic Pressure) sq.cm. valve opening to anticlockwise direction fitted and fixed complete.
-
-
-
80 mm dia
2
9193
4596.77
Supplying, fitting and fixing wrought iron flange of approved quality with washer and bolts as per standard joints complete in all respects.
-
-
-
80 mm dia
4
1477
369.46
Earthing with 50 mm. (2") dia. Galvanised iron pipe 3.64 mm. thick x 3 Mtr. (10') long and 1x4 SWG G.I. wire (4 Mts. Long) 13 mm. (1/2") dia x 80 mm. (3") long G.I. bolts double nuts double washers including S/F 15 mm. dia. G.I. pipe protection (1 Mtr. long) to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.65 Mts. (12') below the ground level and restoring the surface duly rammed. (Tata M)
32
58121
1816.3
Water Supply System
-
-
-
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. As directed and consolidating same by thorough saturation with water ramming complete, ic the cost of supply of sand.
119.1
69185
580.9
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :
-
-
-
100 mm dia Ductile Iron Double Flanged
80
131332
1641.65
150 mm dia Ductile Iron Double Flanged
450
1108606
2463.57
200 mm dia Ductile Iron Double Flanged
264
819812
3105.35
Ordinary 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. (i) Pakur Variety
9.9
74888
7564.54
Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class
designation 7.5
22
179593
8163.35
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
-
-
-
100 mm dia Ductile Iron Double Flanged
13
1008
77.59
150 mm dia Ductile Iron Double Flanged
75
9148
121.98
200 mm dia Ductile Iron Double Flanged
44
8091
183.9
Supplying, fitting and fixing peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I marking with fittings (tested to 21kg/sq.cm)
-
-
-
100mm dia
5
65012
13002.54
Designing, Supplying, fabrication, erection on suitable RCC foundation, commissioning with 3 (three) months trial run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2(two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per approved design & drawing including cost of filter media, Air compressor & Air blower with motor, stai1er, main switch ·etc. ·of required capacity & approved specification including power connection from main line etc., all complete, and construction of one compressor room with internal size 3.6 m x 3.0 m. 50 cum/hr
1
2444381
2444381.8
Underground Reservoir (2 nos)
-
-
-
Earth work in excavation of foundation in all sorts of soil in dry and wet condition including necessary protection for earth retention of the sides of the excavated area, removal as required, complete as per specification and direction of Architect/Employer. Depth up to 1.5 m.
254.93
36238
142.15
Earth work in excavation of foundation in all sorts of soil in dry and wet condition including necessary protection for earth retention of the sides of the excavated area, removal as required, complete as per specification and direction of Architect/Employer. Depth of excavation for additional depth
beyond 1,500 mm. and upto 3,000 mm. but not
requiring shoring
242.18
55527
229.28
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 measurement of finished quantity of work). With earth obtained from excavation of foundation.
99.42
9187
92.41
Filling in foundation or plinth by fine sand in layers not exceeding 150mm as by thorough saturation with water, ramming complete exceeding 150 mm as directed and consolidating the same including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
59.8
42734
714.62
Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS-6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
149.5
23162
154.93
Supplying & laying 250 micron polythene sheeting below P.C.C & between brick shuttering and concrete.
666.31
19856
29.8
Hire 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, columns , lintels curved or straight including fitting , fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
917.3
396842
432.62
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 direction.
(i) Tor steel / Mild steel. (a) For works in foundation, basement and upto roof of ground floor / upto 4 m SAIL/TATA/RINL.
31.46
2730533
86793.82
Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS code
14.95
103094
6895.97
Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete 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-in charge 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 ground floor and foundation.
(i) Pakur Variety
[using concrete mixture]
M 25 Grade
236.49
1933225
8174.66
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
149.5
55590
371.84
25 mm thk Providing and laying of protective plaster with required average thickness in the ratio of 1:4 (cement:sand) admixed with Dr Fixit Pidiproof LW plus @ 200 ml per 50 Kg bag of cement over the coated surface as a protective layer, followed by neat cement punning, including all complete. (Excluding Cost of Dr. Fixit Pidipoof LW)
219.75
75950
345.62
Plaster (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) With 1:6 cement mortar. 15 mm thick plaster
79.23
13597
171.62
Plaster (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). With 1:4 cement mortar. 10 mm thick plaster
149.5
22984
153.74
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt 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. Two coats.
79.23
4258
53.75
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 rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Super Protective 100% Acrylic Emulsion.
79.23
9159
115.61
Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc. Note : Cement 0.152 cum per 100 sqm
154.8
6272
40.52
Storm Water Drain
-
-
-
Earth 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. Depth of excavation not exceeding 1,500 mm
971
138027
142.15
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 the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation
894.26
82638
92.41
Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.). Foundation, basement all floor, Roof & above
360
133862
371.84
Supplying and laying cement concrete (1:2:4) for bed concrete including foamwork, consolidation and curing complete.
27.54
189915
6895.97
Hire 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). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ground floor
192
75054
390.91
Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjucent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials (excluding the cost of master trap only). 1050 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 300 mm dia. of approved make. With Bazree (N.B Varity)(SAIL/TATA/RINL)
48
672003
14000.08
Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for non-pressure underground Drainage, Sewerage & Cross drainage application.
-
-
-
300mm internal dia.
250
401935
1607.74
400mm internal dia.
470
1092284
2324.01
Road Work
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. By Mechanical Means. In area of thorny jungle
0.2
14369
71848.86
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. Carriage charges Lead upto 5.00 KM
2412
995360
412.67
Compacting Original Ground. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
300.11
19852
66.15
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming. wherever necessary. Supply of materials as per approved specification Medium Sand (Grading Zone II as per IS:383-1970) stacked at site.
515.19
639742
1241.76
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading -V :
511
1543419
3020.39
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-IGrading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) ). Manual Means
511
1996129
3906.32
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
2061
73515
35.67
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty): Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H
205
1710271
8342.79
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface
2041
23491
11.51
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
2041
25532
12.51
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty: Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
2061
310572
150.69
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means. With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
2061
152678
74.08
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) Using Concrete Mixer
714.55
238445
333.7
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. Two Coats
214.37
25293
117.99
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Referenceto MORT&H'sspecification803). Up to 10 cm in width
53.59
4790
89.39
Walkway
-
-
-
Compacting Original Ground. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
240.98
15940
66.15
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading -V :
401.63
1213079
3020.39
Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].
Note: Sub-grade CBR should not be less than 5. 60 mm thick interlocking designer concrete paver block M-30 grade for non-traffic zone,buidingpremises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand
bed but excluding cost of base course & subgrade preparation.)
714
1192172
1669.71
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) Using Concrete Mixer
356
118797
333.7
Land Development
-
-
-
Surface dressing of ground in any kind of soil including removing of vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish
21926.1
261359
11.92
Earthwork in filling, in compound, tank, lowland, ditches, etc. with good earth in layers not exceeding 150 mm including breaking clods and consolidating the same by ramming and dressing completely. With carried earth arranged by the contractor within a radius of 5 Km but not exceeding 10 Km including cost of carried earth.
21816.48
10909548
500.06
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