West Bengal State Electricity Distribution Company Limited Tender
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West Bengal State Electricity Distribution Company Limited - WBSEDCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 3,21,74,961.21
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas are as follows: 1. Credential of completed works: - Three similar completed works each costing not less than the amount equal to 40% of the estimated cost. - Two similar completed works each costing not less than the amount equal to 50% of the estimated cost. - One similar completed work costing not less than the amount equal to 80% of the estimated cost. 2. Net worth for each of the last 03 (three) Financial Years should be positive. Net worth means the sum total of the paid up capital and free reserves (excluding reserves created out of revaluation) reduced by aggregate value of accumulated losses (including debit balance in profit and loss account for current year) and intangible assets. 3. The bidder's Minimum Average Annual Turnover (MAAT) for last 03 (three) Financial Years shall not be less than 30% of the estimated cost per year. 4. The working capital of the bidder in the preceding year of bid submission shall not be less than 30% of the estimated cost per year. 5. In case documents certifying credit facility from a scheduled bank is submitted, the requirement given shall be judged by adding available credit facility and working capital taken together. Formula: Rate = (Percentage excess/at par/less) * Estimated Price Example: If the estimated price is 100 and the bidder quotes 10% excess, the rate would be:
Rate = (100 + 10% of 100) = 110
Technical Capacity
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The bidder is required to have prior work experience in similar nature of work, specifically in Civil work, executed during the last 07 years. The required prior work experience includes: 1. Three similar completed works each costing not less than 40% of the estimated cost.
2. Two similar completed works each costing not less than 50% of the estimated cost.
3. One similar completed work costing not less than 80% of the estimated cost. Additionally, the bidder must have successfully completed Erection work of Sub-station related Structures, Control Room Buildings in the last 7 years under the authority of State/Central Government, State/Central Government undertaking, or Statutory Bodies constituted under the statute of Central/State Government. The completion certificate should indicate the estimated amount, ordered amount, value of work done, and date of completion of the work. The bidder should submit a satisfactory Completion Certificate from the concerned Executive Engineer/District Engineer/Divisional Engineer or equivalent rank and above. The bidder should also upload the LOA/Execution Order/PO in full along with the BOQ showing the full description of items in respect of the work for which the completion certificate is being uploaded. Delay in completion of work, if any, must be mentioned in the completion certificate along with the reason. Performance as a prime contractor applying as a prospective bidder for the execution of similar nature of work for the last seven years will only be considered.
Costs
EMD
₹ 6,43,550Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 33/11 Kv Indoor (ais) Type Sub Station Incl. Control Room Building, Retaining Wall Cum Boundary Wall, Approach Road, Switchyard Development, Cable Trench, Sanitary Plumbing At Jalalpur Under Malda Division, Dist Malda, Wbsedcl
Description
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Contact
Tender Id
2025_WBSED_811415_1Tender No
RM/MRO/CIVIL/e-TENDER/ 2024-25/04 Dt. 05.02.2025Tender Authority
West Bengal State Electricity Distribution Company Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof a) Upto 150 mm thick.
5
948
4741.95
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Dismantling R.C. floor, roof, beams etc. including
cutting rods and removing rubbish as directed
within a lead of 75 m. including stacking of steel
bars. (a) In ground floor including roof
10
1975
19755.6
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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. (a) Depth of excavation not exceeding 1,500 mm.
250
120
30115
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(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring
1
194
194.3
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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 Enginner-in-charge). Depth upto 1.5 m.
50
379
18988
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation
165
78
12922.8
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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of
finished quantity)
300
435
130686
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(A) Filling in foundation or plinth by coarse sand in layers not exceeding 250 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of
finished quantity)
1510
1101
1663476.4
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Anti-termite treatment to the soil under floor with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight including drilling vertically 12mm. dia holes at the junction of floor and wall at 300mm. interval to reach the soil below using hand operated pressure pump to squirt chemical emulsion into the pump to squirt chemical emulsion into the holes at the rate of one litre per hole. The holes shall be sealed after operation to match with the existing floor. The entire work is to be carried out as per specification laid down in para 4.3.1.4 of code I.S.-6313 (Part-III)-
1981.
200
73
14746
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Removal of rubbish,earth etc from the work site and disposed of the same beyond the compound in conformity with The Municipal Corporation rules for such disposal loading into the truck and cleaning the site in all respects as per direction of E.I.C.
100
167
16766
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Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.
40.5
149
6053.94
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1500
327
490860
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Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.
20
149
2989.6
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor - Pakur variety - 1:3:6 proportion.
120
4382
525886.8
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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. (i ) Pakur Variety
100
5267
526714
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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 In Ground Floor:
1000
5603
5603580
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1st Floor
65
5699
370469.45
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2nd Floor
60
5795
347728.8
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Roof
45
5891
265114.35
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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.
60
120
7211.4
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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 Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work upto roof of ground floor
In Ground Floor:
3500
366
1283205
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1st Floor
650
384
250126.5
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2nd Floor
650
402
261943.5
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Roof
130
421
54752.1
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i) 25mm to 30mm thick shuttering without staging in foundation etc.
1000
207
207050
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Brick work with 1st class bricks in cement mortar (1:6)
In foundation and plinth.
150
4968
745228.5
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Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor
35
5193
181769.7
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1st Floor
55
5305
291804.15
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2nd Floor
55
5417
297970.2
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Roof
35
5529
193541.25
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125mm thick brick work with 1st class bricks in Cement mortar (1:4).
a)In ground floor.
800
682
546208
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1st Floor
5
692
3464.3
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2nd Floor
70
702
49207.2
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(a) 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.In FF
1
484
484.8
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2nd Floor
5
496
2484.6
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25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface).
20
177
3555.2
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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
1000
24
24240
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Supply, delivery and stacking of 40 mm Nominal graded Stone aggregate loading,unloading, carrying, spreading and cost of material with all charges. (Analysed)
65
1449
94214.25
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).
[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar (b) 20 mm thick plaster
In Ground Floor:
1500
164
246945
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1st Floor
300
168
50601
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2nd Floor
300
172
51813
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Roof
200
176
35350
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(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
In Ground Floor:
1000
143
143420
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1st Floor
270
147
39814.2
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2nd Floor
270
151
40905
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Roof
150
155
23331
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(iii) With 1:4 cement mortar
(c) 10 mm thick plaster
In Ground Floor:
220
128
28219.4
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1st Floor
220
132
29108.2
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2nd Floor
220
136
29997
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Roof
35
140
4913.65
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
700
34
24038
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
JSW/JSPL/SHYAM/SRMB.
In Ground Floor:
102
64885
6618313.86
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1st Floor
9
65319
587877.57
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2nd Floor
8
65754
526032.24
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Roof
6
66188
397129.98
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M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. i) For roof truss works
a) Span up to 12 Mtr
In Ground Floor:
0.1
73039
7303.92
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
I) For structural members of specified sections weighing less than 22.5 Kg./m
Ground Floor
12
73329
879948.36
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1st Floor
1
74428
74428.97
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2nd Floor
1
75528
75528.9
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Roof
0.5
76628
38314.42
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Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
20
413
8261.8
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M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging
arrangements, fitting and fixing complete as per direction of the Engineer-in -charge
In ground floor.
10
10261
102616
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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/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)
20
9167
183355.4
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Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4)
including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials.
(a) With 1200 mm.dia. well
15
4210
63160.35
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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.)
340
412
140107.2
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Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall.
With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m. Coloured decorative
In Second Floor
35
753
26371.1
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Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor.With Makrana plain pink/ Adranga Pink/Garbh Gulabi/Udaypur Green/ Black Bhaslana )Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m. Second floor
8
1868
14948
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18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
450
1024
460863
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Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm 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]
20
1163
23270.4
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Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone.
230
226
52035.2
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Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps.
100
211
21109
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Supplying and laying chequered tiles 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/Sq.m at back side and @2.4 kg/Sq.m for joint filling]
Red Variety
(i) 25 mm. thick
80
473
37895.2
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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. (a) One Coat
In Ground Floor:
2000
31
63420
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1st Floor
250
32
8107.5
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2nd Floor
240
33
7956
... More
Roof
130
33
4403.1
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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. b) Premium 100% Acrylic Emulsion (Two Coats)
In Ground Floor:
2000
84
169680
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1st Floor
250
85
21390
... More
2nd Floor
240
86
20704.8
... More
Roof
130
86
11308.7
... More
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
In Ground Floor:
350
123
43127
... More
1st Floor
400
123
49580
... More
2nd Floor
410
124
51114.7
... More
Roof
160
125
20064
... More
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete 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.(a) One Coat (Water based interior grade Acrylic Primer) All Floors
1400
31
43554
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Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty. (Two coats) i) Standard Quality (All Floors)
1400
62
87668
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(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
150
29
4393.5
... More
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
50
38
1919
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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
(a) On timber or plastered surface :
50
81
4090.5
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(b) On steel or other metal surface :
150
79
11968.5
... More
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and 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 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (Flash butt welded windows and ventilators)
(a) Fixed type steel windows as per IS sizes with horizontal glazing bars.
In Ground floor
11
1523
16753.88
... More
1st Floor
5
1541
7706.8
... More
2nd Floor
5
1559
7798.15
... More
Roof
3
1577
4733.73
... More
b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
In Ground floor
11
2220
24430.89
... More
1st Floor
40
2247
89905.6
... More
2nd Floor
35
2274
79611.35
... More
Roof
4
2301
9207.64
... More
(iv) Two point nose steel handle including fitting and fixing.
150
34
5151
... More
(vi) steel peg stay 300 mm long including fitting and fixing.
150
25
3787.5
... More
(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. (The weight of grill will be determined (theoritically) from section of the grills actually used excluding the rolled steel section of the window / vent. The weight of the grill should be calculated at 7.85 gm./ cu.cm.) Ground floor
800
95
76760
... More
First floor
1800
96
174546
... More
Second floor
1800
97
176382
... More
Roof
300
99
29706
... More
(a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
15
3302
49540.5
... More
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 rivetted 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.
In ground floor.
12
4394
52734.12
... More
Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work).
h) Louvered window.i) Top, bottom and side member.
75
184
13862.25
... More
ii) Louvered Section.
35
664
23260.3
... More
iii) Cleat angle ( Non-annodized).
16
265
4250.08
... More
k) Movable door shutter.
i) Door frame. (Top & sides).
7
318
2227.05
... More
ii) Shutter : Top rail.
3
307
921.12
... More
Bottom rail.
3
452
1357.44
... More
Lock rail
3
380
1142.31
... More
Door vertical.
4
335
1341.28
... More
Glazing clip.
13
50
656.5
... More
Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge. a) EPDM / weather gasket for outer frame and mullion.
15
15
227.25
... More
Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. i) 4mm thick clear glass.
120
401
48237.6
... More
ii) Godrej Hydraulic door closer fitted and fixed complete. (b) Medium type
1
1681
1681.65
... More
Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:-
(A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC.
The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers.
v ) Louvered window.
16
737
11796.8
... More
(B) Partly glazed partly panelled or fully glazed single/double leaf alunminium swing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages,with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM gasketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer in charge.
10
1293
12938.1
... More
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).
(d) Sal : Local. Ground Floor
0.01
73683
736.84
... More
1st Floor
0.05
73885
3694.28
... More
2nd Floor
0.2
74087
14817.51
... More
Roof
0.05
74289
3714.48
... More
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. (a) 35 mm thick shutters (single leaf)2nd Floor
5
2713
13569.35
... More
Panel shutters of door and window, as per design (each panel consisting of singleplank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings.
In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be 40mm thick shutters with 19mm thick panel of size 30 to 45 cm made) Ordinary Teak Wood.
In 1st Floor
2.5
4190
10476.23
... More
Panel shutters of door and window, as per design (each panel consisting of singleplank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings.
In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be 40mm thick shutters with 19mm thick panel of size 30 to 45 cm
made) Ordinary Teak Wood.
In 2 nd Floor
7
4219
29538.46
... More
Panel shutters of door and window, as per design (each panel consisting of singleplank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings.
In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be 40mm thick shutters with 19mm thick panel of size 30 to 45 cm
made) Ordinary Teak Wood.
In Roof
2.5
4249
10622.68
... More
Providing & fixing factory made 30 mm thick factory made solid pvc door shuttermade out of single piece extruded solid pvc profile . The style & rails shall be of size of 75 x 30 mm having wall thickness of 5 mm. The style and top bottom rail shall have one side a thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. 15 mm thickness shall be of single piece extruded solid pvc profile whereas it shall be not be made of sheet pasted profile) . The styles and rails shall be reinforced with MS tube of size 18 mm(±) 1mm x 18 mm (±) 1mm x 1mm painted with primer all four corners of reinforcement to be welded or sealed . solid pvc extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5 mm pvc sheet as panel. The styles and rails will be metered cut and join with the help of pvc solvent cement, self tapping screw and braket of size 200 x 75 mm /welded at each corner. Single piece extruded solid pvc lockrail of size 100 x 30 mm with a wall thickness 5 mm & 15 mm integrally extruded in the middle of lockrail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturers specifications and direction of Engineer-in-Charge. b) Factory made Single piece extruded PVC profiles door shutter of both side laminated wood grains decorative Finish:
8
2371
18971.84
... More
Supplying, fitting & fixing factory made foam PVC (density shall not be less than 600 kg/cum) door frame (finished weight of 2.73 kg/mtr.) of size 100mm X 45mm made off with 5mm thick extruded foam PVC sheet, mitre cut at junction of horizontal and vertical member and joined them by heat welding. Entire door frame profiles to be reinforced with steel primer coated 19 SWG 40mm X 20mm M.S. tube. An additional 5mm thick PVC sheet with desired colour/shade to be provided at the exposed surface and three nos 5mm thick PVC sheet to be provided as gap insert. The door frame to be fixed with wall by using 8mm dia. and 100mm long strainless steel screws and PVC fasteners. A minimum of 4 nos. screws to be provided for each vertical member & 2 nos. for horizontal member all complete as per direction of Engineer-in-Charge. (b) Pre-laminated Colour.
6
521
3126.96
... More
Supplying, fitting and fixing M.S. clamps 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. (Cost of concrete will be paid separately) (b) 40mm X 6mm, 200mm Length
50
25
1262.5
... More
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:
(i) 50mm long x 10mm dia. bolt.
20
44
888.8
... More
(ii) 75mm long x 10mm dia. bolt.
20
48
969.6
... More
(iii) 100mm long x 10mm dia. bolt.
20
53
1070.6
... More
Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: (i) 50 x 45 x 2.5mm.
50
37
1868.5
... More
(iii) 75 x 45 x 2.5mm.
50
52
2626
... More
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod)(i) 75 mm grip x 10 mm dia rod.
15
61
924.15
... More
(ii) 100 mm grip x 10 mm dia rod.
15
69
1045.35
... More
i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
(b) 250mm long.
20
160
3211.8
... More
Cord for fan light fitted & fixed complete.
30
26
787.8
... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm
30
294
8847.6
... More
(c) 160 mm
100
551
55146
... More
(B) Fittings (i) Coupler(b) 110 mm
10
85
858.5
... More
(c) 160 mm
100
263
26361
... More
(ii) Plain Tee (b) 110 mm
10
85
858.5
... More
(c) 160 mm
20
264
5292.4
... More
v) Plain Y (b) 110 mm
10
208
2080.6
... More
(c) 160 mm
20
588
11776.6
... More
ix) Bend 45º (b) 110 mm
10
89
898.9
... More
(c) 160 mm
20
295
5918.6
... More
x) Bend 87.5º (b) 110 mm
10
121
1212
... More
(c) 160 mm
50
341
17069
... More
xvi) Pipe Clip (b) 110 mm
10
21
212.1
... More
(c) 160 mm
50
43
2171.5
... More
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work,if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (A) Above ground(ii) 110 mm dia.
10
57
575.7
... More
(iii) 160 mm dia.
100
66
6666
... More
(B) Under ground (ii) 110 mm dia.
20
84
1696.8
... More
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
White
1
1025
1025.15
... More
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
1
1435
1435.21
... More
Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.
(a) E.W.C
(ii) Plastic (hallow type) white
1
383
383.8
... More
Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets
(a) Sink only
(i) 530 mm X 430 mm x 180 mm
1
3317
3317.85
... More
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. (ii) 450 mm long
3
82
248.46
... More
Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.
(i) 600 mm long
5
47
237.35
... More
Supplying, fitting and fixing Waste fittings complete. (b) Polythene
(i) 32 mm
1
44
44.44
... More
Supplying, fitting and fixing pillar cock of approved make.
a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
5
560
2802.75
... More
Supplying, fitting and fixing C.P. Wall Flange
15
64
969.6
... More
Supplying, fitting and fixing dome shaped C.P. waste grating for urinals. (i) 32 mm
3
181
545.4
... More
Supplying, fitting and fixing bib cock or stop cock.
(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
5
544
2721.95
... More
(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm
10
155
1555.4
... More
(b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) &
513(B) & Model - Tropical / Sumthing Special of ESSCO or similar
2
497
995.86
... More
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. (ii) 470 mm X 280 mm X 340 mm
1
954
954.45
... More
Supplying, fitting and fixing towel rail with two brackets
(a) C.P. over brass
(i) 25 mm dia. and 450 mm long
2
387
775.68
... More
Wash basin vitreous china of approved make (without fittings)
supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets.
(ii) 550 mm X 400 mm size
1
1396
1396.83
... More
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will
be made seperately) PVC/UPVC Pipes(a) For Exposed Work 15 mm
20
102
2040.2
... More
20 mm
50
130
6514.5
... More
25 mm
50
178
8938.5
... More
32 mm
50
238
11918
... More
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239
(Part - I) (A) PVC Pipes (Dia)
50 mm
48
284
13671.36
... More
100 mm
90
882
79446.6
... More
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 necessry 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 fefilling 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) For 10 users
I.S.Code.A) With Pakur variety. (Other than SAIL/TATA/RINL)
1
34513
34513.72
... More
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (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.
ii) With Bazree (N.B Variety) (Other than SAIL/TATA/RINL)
3
6729
20188.89
... More
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 (50 mm 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. (Other than SAIL/TATA/RINL)
1
15624
15624.7
... More
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity
1
5179
5179.28
... More
Labour for hoisting plastic water storage tank.
(i) Upto 1500 litre capacity.
(a) Upto Roof
1
183
183.82
... More
Labour for punching hole in plastic water storage tank upto 50 mm dia.
2
19
38.38
... More
Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. For depth upto 150 metre for 50 mm dia tube well with top enlargement of 100 mm dia.
e)(iii) 80 mm dia. boring etc.
60
289
17392.2
... More
(e) For depth upto 150 metre for 80 mm dia. tube well wuth top enlargement of 150 mm dia.
90
691
62266.5
... More
Supplying PVC strainer of approved make with adapter conforming to IS:12818 specifications. 50 mm dia.
12
370
4448.04
... More
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(ii) 50 mm dia
1
190
190.89
... More
Supplying, fitting and fixing G.I. cap at top
(i) 100 mm
1
140
140.39
... More
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 yield in gallons per hour with 'V' notch
including hire and labour charges for all tools and plants and scaffolding
as required.
2
7613
15226.76
... More
Collecting sample of water for 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.
1
1243
1243.31
... More
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete
2
2049
4098.58
... More
Supplying, fitting and fixing check valve (horizontal) G.M. tested to 21 kg
per sq. cm.
(iv) 32 mm
1
1028
1028.18
... More
Supplying, fitting and fixing check valve (vertical) G.M. tested to 21 kg per
sq. cm.
(iv) 32 mm
1
693
693.87
... More
Supplying, fitting and fixing MS socket ring 100 mm
1
109
109.08
... More
Supplying, fitting and fixing Finolex make PVC Cable for Sub-mersible pump motor. Reference attached
100
95
9521
... More
Supply and installation charge of control panel size 350 mm X 300 mm X 150 mm complete with L & T make connectors 16 Amps no 2 over load relay with single phase preventer off and on switch 3 no line fuse 3 no indicator lamp , volt meter, push button, selector switch amps motor with complete.
1
2777
2777.5
... More
Supplying, Installation of Submersible Motor Pump of 2 H.P. of Crompton / KSB or other renowed make conforming to latest BIS codes including carriages, necessary fittings complete in all respect.
1
17311
17311.1
... More
Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (I) 50 mm. x 50 mm. x 8 g
100
418
41814
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