Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 Feb 2025
Closing Date27 Mar 2025
Tender Amount₹ 2,96,73,050
Technical
Technical
Bid Capacity
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The bid capacity required can be determined by looking at the eligibility criteria for the contractor, which mentions that the contractor should have experience in completing similar types of works with a valid payment certificate of executing a single contract of value not less than 40% of the tendered amount in the last five years. Given the tender amount is Rs. 2,96,73,050.00, the bid capacity required can be calculated as follows:
Bid capacity required = 40% of the Tendered amount
= 0.4 * 2,96,73,050.00
= Rs. 1,18,69,220.00 Therefore, the bidder should have a valid payment certificate of executing a single contract of value not less than Rs. 1,18,69,220.00 in the last five years. Additionally, the conditions that dictate the earnest money and security deposit are also relevant, where the Earnest Money is 2% of the Quoted Value and the Security Deposit is 10% of the total value of the work. However, these are components that influence the bid capacity rather than defining it outright. The formulas provided are:
- Earnest Money (EMD) = 2% of Bid Value
- Security Deposit (SD) = 10% of Bid Value But the key formula for bid capacity, based on the provided information, is:
Bid Capacity = 40% of Tender Amount
Bid Capacity = 0.4 * Tender Amount
Given Tender Amount = Rs. 2,96,73,050.00
Bid Capacity = 0.4 * 2,96,73,050 = Rs. 1,18,69,220 Thus, the bid capacity required is Rs. 1,18,69,220.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar nature of work. The bidder needs to provide a list of projects completed that are similar in nature to the works, including details such as name of employer, location and nature of work, name of consulting engineer responsible for supervision, contract price in Indian Rs, and percentage of participation of the company. The bidder should also provide the original date of start of work, original date of completion of work, actual date of starting the work, and actual date of completion of work, along with reasons for delay in completion, if any. For some bidders, a credential for completion of at least one similar nature of work with a magnitude of 60% of the estimated amount put to tender during the last 3 years is required. Additionally, the bidder is required to have prior work experience in projects similar in nature to the works having more than 40% of the project cost executed during the last 5 years. The bidder should have experience of completion of similar type of works and a valid payment certificate of executing a single contract of value not less than 40% of the Tendered amount of this work in the last five years. The contract price and percentage of participation are to be mentioned for each project, but specific values and percentages are not consistently provided across all requirements. However, some specific values and percentages mentioned include 40% of the project cost and 60% of the estimated amount put to tender.
Costs
EMD
₹ 5,93,461Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Proposed G Plus 1 Storied Out Of G Plus 4 Storied Building Of Godown For Storing Equipments For Conservancy Workers And Conservancy Car Parking, Washing Etc. Building Within Tarakeswar Municipality
Description
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Contact
Tender Id
2025_MAD_816097_1Tender No
UDMA/TRK/e_NIT/2024-25/12Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
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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.
58.51
1956
114445.56
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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.
222.48
119
26535.19
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(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
70.39
192
13541.63
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(c) 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) (a) Depth upto 1.5 m.
521.03
386
201117.58
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
175.88
439
77211.32
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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. (a) With earth obtained from excavation of foundation.
74.16
77
5750.37
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Silver sand filling in foundation or plinth in layers not exceeding 150 mm as directed and consolidating same by through saturation with water ramming complete including the cost of supply of sand.
202.42
711
144084.58
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Single bricks flat soiling with picked Jhama bricks including preparation of bed including ramming, dressing bed to proper level and filling joints with powdered earth or local sand.
741.7
357
264786.9
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Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. (A) In Ground floor.(A) [Pakur Variety] (a) 1:3:6 proportion
12.39
4783
59285.71
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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. a) Pakur Variety
[PWD SOR, V- I, 3rd Corrigenda & Addenda, ) (b)1:2:4 proportion
49.29
4965
244741.46
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Pre-Constructional Anti-termite measures: (c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos 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. Holes 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 IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
616.89
110
67857.9
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(d) 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 IS6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
475.55
137
65150.35
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40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with
water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non
toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) forunderground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section 'C' ]
5.43
278
1512.64
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Poviding Bored Cast-in-situ M25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2) (b) Using tripod, winches (i) Pile diameter - 450 mm.
2660
1754
4667581.8
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(ii) 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.
2070
119
246330
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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 401 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 (i) Pakur Variety (i) In Pile Foundation.
121.45
5949
722578.67
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(ii) In Ground Floor and Foundation.
211.06
5949
1255677.67
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(iii) In First Floor
159.3
6044
962864.67
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(iv) In Second Floor
19.76
6139
121291.96
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Ordinary cement concrete (mix.1:1.5:3)with graded stone chips (20 mm size) excluding shuttering and reinforcement. i) Ground Floor-
1.83
5468
9985.55
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ii) First Floor-
6.89
5563
38349.48
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iii) Second Floor-
0.62
5658
3519.61
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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. (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
705.78
209
147508.02
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(b) Above 30 mm & upto 37 mm thick wooden shuttering as per decision &direction of Engineer-In-Charge. i) Ground Floor-
1333.26
347
462641.22
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ii) First Floor-
1333.26
365
486639.9
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iii) Second Floor-
168.3
383
64458.9
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel @1.5% of RCC II. Other than SAIL/ TATA/RINL i) Ground Floor-
123.9
55163
6834748.98
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ii) First Floor-
22.83
55593
1269198.01
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iii) Second Floor-
2.8
56023
156865.6
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Brick work with 1st class bricks in cement mortar (6:1) (a) In foundation and plinth
11
5246
57729.11
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Brick work with 1st class bricks in cement mortar (6:1) (b) In superstructure, i) Ground Floor-
10.04
5468
54905.45
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ii) First Floor-
73.4
5579
409519.88
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iii) Second Floor-
34.77
5690
197864.6
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125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor i) Ground Floor-
17.08
714
12203.69
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ii) First Floor-
415.08
726
301537.56
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iii) Second Floor-
40.4
738
29831.57
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor) (A) With 6:1 cement mortar i) Ground Floor- (a) 20 mm. thick plaster
135.43
162
22034.3
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(A) With 6:1 cement mortar i) Ground Floor- (a) 15 mm. thick plaster
354.27
141
50136.01
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(A) With 6:1 cement mortar i) First Floor- (a) 20 mm. thick plaster (Internal wall)
1368.81
166
228180.46
... More
(A) With 6:1 cement mortar i) First Floor- (a) 15 mm. thick plaster (Internal wall)
219.16
145
31892.31
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(A) With 6:1 cement mortar i) First Floor- (a) 15 mm. thick plaster (External wall)
468.5
145
68175.39
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(A) With 6:1 cement mortar iii) Second Floor- (a) 20 mm. thick plaster (Internal wall)
113
170
19289.27
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(A) With 6:1 cement mortar iii) Second Floor- (c) 15 mm. thick plaster (External wall)
130.23
149
19471.84
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(B) With 4:1 cement mortar i) Ground Floor- (a) 10 mm. thick plaster (Internal ceiling)
920.22
126
116435.44
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(B) With 4:1 cement mortar i) First Floor- (a) 10 mm. thick plaster (Internal ceiling)
920.22
130
120116.32
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(B) With 4:1 cement mortar i) First Floor- (b) 10 mm. thick plaster (External ceiling)
28.81
130
3760.31
... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
90.61
32
2967.58
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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) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. Using grey cement a) 3mm thick topping (high polishing grinding on this items is not permitted) with ordinary cement. i) Ground Floor (iii) 35 mm. thick
179.4
311
55819.14
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Supplying, fitting, fixing Marble slab / tile of 15 to 18 mm. thickness in floor, lobby, stair, landing & treads etc. over 20 mm (avg.) thick base of cement morter (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. (White cement and pigment to be supplied by the Agency) (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Black Bhaslana (i) Area of each Slab / tile upto 0.3 sq.m. i) Ground Floor-
53.51
1459
78069.63
... More
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Black Bhaslana (i) Area of each Slab / tile upto 0.3 sq.m. i) First Floor-
739.46
1459
1078870.68
... More
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 thecolour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With Sand Cement Mortar (1:4) 20 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. (b) Area of each tile upto 0.09 Sq.m (i) Coloured decorative in wall ii) First Floor
149.6
754
112796.89
... More
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. (i) (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises, 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.) (ii) Coloured Decorative-
644.64
858
553101.12
... More
Wood work in door and window frame fitted and fixed complete icluding a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron butt Hinges amd M.S.clamp. (e) Sal : Malayasian. i) First Floor
0.61
83418
51218.65
... More
Panel (made of single plank) of door and window shutters to design as directed: In Ground Floor
(Payment to be made on area of exposed new work). (In case of non-supply of single plank penal rate of reduction to a maximum of 30% will be made). (ii) 19mm thick panel of 30cm to 45cm width (a) Ordinary teak wood i) First Floor
25.53
1559
39805.95
... More
Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all aterials, taxes and all other incidental charges complete. i) All Floor
60.45
279
16865.55
... More
PVC Door Shutter-30 mm thick: Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59mm x 30mm section with 2.0mm (+/- 0.2mm) wall thickness, horizontal & vertical section shall be fixed to each other by self tapping screws and one solid polymeric / M.S. galvanised tubular L-shaped brackets 100mm x 200mm in each corner of the shutter frame for placing hinges, polymer based multicavity holoow section of 120 mm x 30 mm with 2.0mm (+/- 0.2mm) wall thickness will be fitted in the middle as lock rail, reinforced by solid polymer bar of 200mm long at both ends & screws for both sides. The section frame will then be fitted in by PVC panels of size 100mm x 25mm, with wall thickness 1.2mm (+/- 0.2mm) and 2 nos. of 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. i) All Floor
19.01
2127
40440.65
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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
96
25
2400
... More
(c) 40mm X 6mm, 125mm Length
52
20
1040
... More
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100mm. X 50mm. X 1.25mm.
87
43
3741
... More
(i) Door stopper.(Brass)
16
117
1872
... More
Supplying & fixing 125 mm long wooden buffor block. ii) With Sal : Malayasian.
14
52
733.32
... 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: (iv) 150 mm long x 10mm dia. bolt.
13
63
819
... More
(vii) 225 mm long x 10 mm dia bolt
16
84
1344
... More
Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. i) 250 mm x 16 mm dia bolt
16
233
3728
... More
(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.
(ii) 75mm dia.
48
28
1344
... More
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr [Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]
327.2
448
146583.36
... More
Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. vi) 6mm thick coloured / tinted / smoke glass
49.14
661
32483.52
... More
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. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) ii) First Floor
10.18
9986
101706.39
... More
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.
8.4
1304
10953.6
... More
Collapciblegatewith40mmx40mm x6mm tee as top and bottom guide rail 20mmx 10mmx 2mm vertical channels 100 mm apart in fully stretched position 20mmx5mm .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. [P-106, I-18] (i) Ground Floor
33.82
4330
146431.94
... More
(ii) First Floor
13.14
4373
57456.42
... More
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)
36
9077
326772
... More
(a) Priming one coat on timber, plastered surface with synthetic oil bound primer of approved quality including smooth ening surfaces by sand papering etc.
74.09
38
2815.34
... More
(b)Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smooth ening surfaces by sand papering etc.
145.7
29
4225.39
... More
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 :
With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) i)All Floor
74.09
81
6001.13
... More
(b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) i) All Floor
145.7
79
11510.54
... More
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) (i) In Ground Floor (Internal Wall & Ceiling)
107.8
122
13151.48
... More
(ii) In First Floor (Internal Wall & Ceiling)
2166.29
122
264286.77
... More
(iii) In Second Floor (Internal Wall & Ceiling)
81.66
122
9963.01
... More
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. (i) In Ground Floor:(b) Two Coats
134.85
45
6081.51
... More
(ii) In First Floor:(b) Two Coats
578.05
45
26480.56
... More
(iii) In Third Floor:(b) Two Coats
170.22
46
7918.77
... More
Synthetic distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacture's specification) including cleaning and smoothning surface i) All Floor-Two coats.
3619.31
68
246112.74
... More
Protective and decorative Acrylic exterior emulsion paint of appro ved quality as per manufacturor's specification and as per directi on of Engineer - in - Charge to be applied over acrylic primer as required. The rates includes the cost of materiels, labour, scaffold ing and all other incidental charges but exclud. the costof primer. b) Premium 100% Acrylic Emulsion, Two coats. (i) In Ground Floor:(b) Two Coats
134.85
84
11326.98
... More
(ii) In First Floor:(b) Two Coats
578.05
84
48966.78
... More
(iii) In Third Floor:(b) Two Coats
170.22
85
14540.45
... More
Supplying fitting fixing fan hook for ceiling with 1 metre long 16 mm dia rod complete including mending damages.
48
100
4800
... More
Supplying fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand sand shade. Payment of mending two damages of wall & plaster and painting to be made separately. (a) C.I. ventilator of 5 mm. thick (i) Upto 0.10 sq.m. area
50
108
5400
... More
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:-: a) With 0.5 mm thick sheet
64.69
896
57961.34
... More
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-inchargecomplete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming toIS: 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 andplants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) Srtuctural members of specified sections weighing less than 22.5 Kg./m
0.52
72603
37535.75
... More
Supplying, fitting & fixing UPVC pipes AType 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. A) UPVC Pipes: i) 110 mm. Dia.
88
251
22088
... More
B) UPVC Fittings: ii) 110 mm. Dia. Plain Tee
24
172
4128
... More
B) UPVC Fittings: iii) 110 mm. Dia.Plain Y
4
223
892
... More
B) UPVC Fittings: iv) 110 mm. Dia. Bend 87.5 degree
24
160
3840
... More
B) UPVC Fittings: v) 110 mm. Dia. Shoe
6
111
666
... More
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). (ii) 530 mm X 410 mm
5
1522
7610
... 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
8
3104
24832
... 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.
13
1015
13195
... 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
3285
3285
... More
Supplying, Fitting and Fixing white vitreous china ware approved quality & make wash basin with C.I brackets,C.P pillar cock, C.P. waste, P.V.C. connector, waste pipe complete . (iii) 630 mm X 450 mm size
16
3260
52160
... More
Supplying, Fitting and Fixing approved brand PVC CONNECTOR white flexible with both ends coupling with heavy brass C.P. nut, 15 mm dia. iii) 600 mm long
16
107
1712
... More
Supplying, Fitting and Fixing 40mm/32mm dia PVC waste pipe 900mm long fixing complete.
16
75
1200
... 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).
26
539
14014
... More
(ii) Chromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / Sumthing Special of ESSCO or similar brand)
14
659
9226
... More
b (ii) Chromium plated Concealed Stop Cock (Equivalent to Code No. 514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
13
674
8762
... More
(c) (i) Chromium plated Bib Cock (angular shape with wall flange) (Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar brand).
27
861
23247
... More
Supplying & fittings of UPVC pipes (B Type) & fittings conforming to IS - 13592 - 1992 (Dia.) (A) (i) Single Socketed 3 Meter Length a) 75 mm dia
40
196
7840
... More
b) 160 mm dia
90
546
49140
... More
c) Door Tee 75 mm dia.
20
101
2020
... More
d) Door Tee 160 mm dia.
20
514
10280
... More
e) Door Bend 87.5' - 75 mm dia.
30
61
1830
... More
f) Door Bend 87.5'- 160 mm dia.
30
338
10140
... More
g) 125/100 P Trap with WC Ring75 mm dia.
20
340
6800
... More
h) Vent Cowl 75 mm dia.
3
25
75
... More
Supplying, fitting and fixing bib cock or stop cock. (g) Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. a ) 15 mm dia
6
169
1014
... More
Supplying, fitting and fixing towel rail with two brackets. (a) C.P. over brass (i) 25 mm dia. and 450 mm long
16
384
6144
... 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) a) 15 mm dia.(concealed work)-
225
137
30825
... More
b) 20 mm dia.(concealed work)-
150
158
23700
... More
c) 25 mm dia.(concealed work)-
110
205
22550
... More
d) 32 mm dia.(Exposed Work)-
60
236
14160
... More
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.). vi) 32 mm dia.-
7
1258
8806
... More
vii) 25 mm dia.-
2
912
1824
... More
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 2000 litre capacity.
2
10434
20868
... More
Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L.
2
154
308
... More
Supplying, fitting & fixing Aluminium domical grating. (v) 75 mm
13
41
533
... More
Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
13
452
5876
... More
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete. (i) 635 mm X 395 mm X 420 mm
3
2869
8607
... More
Supplying, fitting and fixing urinal flush pipe fittings of approved brand.a) C.P. urinal flush pipe fittings range of one
3
414
1242
... 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.S.Code. (v) For 100 users A) With Pakur variety. (Other than SAIL/TATA/RINL)
1
111062
111062
... 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 i) With Pakur variety (Other than SAIL/TATA/RINL).
7
7027
49189
... More
GST @ 18%
1
4481581
4481581.71
... More
Cess @1%
1
293792
293792.58
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