Public Works Department Tender
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Costs
EMD
₹ 22,461Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_11645_1Bid Award Id
ViewTender No
DNIeT No_24/EE/DWS/KD/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering.
All works upto plinth level.
a). 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)
3.25
-
6968.4
b). 1 : 3 : 6 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)
1.65
-
6415.7
First class brick work in foundation and planth in/c cost of all materials required complete.
a) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
5.56
-
5408.6
First class brick work in superstructure above plinth level and upto floor five level including cost of all materials required complete.
a) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
1.58
-
5930.8
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
i. In Cement mortar 1:4 ( 1 cement : 4 fine sand )
38.73
-
787.3
Centering shuttering including struttings, propping etc. and removal of form work for:
(i). Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
4.94
-
327.7
(ii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
9.76
-
429.3
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, collumns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
b). In plinth & skirting courses, fillets, columns, pillars, post & struts etc.
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
4.43
-
7416.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- a). RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.
i). 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well graded brick aggregate 20 mm nominal size)
0.23
-
7402.9
b). RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. i). 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well graded brick aggregate 20 mm nominal size)
0.85
-
7363.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars / cold twisted deformed steel bars.
299.96
-
59.7
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position.
i) Local Teak Wood
0.47
-
54568.3
Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished /
black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge.
i) Local Teak Wood
4.92
-
1219
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round etc. all complete.as per approved spacing in wooden frames of windows as per clauses of chapter-9 of CPWD specification fixed to steel windows by welding.
Fixed to openings /wooden frames with rawl plugs screws etc.
70
-
101.6
Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
20
-
133.5
Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete : a) 150 x 10 mm
6
-
204.4
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : a) 125 mm
4
-
29.3
Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete
a) 300 x 16 mm
2
-
192.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
7
-
76.3
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
10.5.1) 40mm thick.
12.91
-
481.5
Providing corrugated G.S. Sheet roofing including vertical/ curved fixed with polymer coated J or L hooks 8 mm diameter, bolts and nuts 6 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with lead and including a coat of approved steel primer and two coats of approved steel primer and two coats of approved epoxy paint on overlapping of sheets complete ( upto a pitch of 60 degrees) over a built structure including all types of necessary scaffoldings etc but excluding the cost of the purlins, rafters and trusses etc as per clauses.
ii) 0.63 mm thick with zinc coating not less than 275 gm / m2
15.75
-
718.1
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
43.48
-
150.5
15 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
38.16
-
174.8
6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.
iv) Cement mortar 1:3 ( 1 cement : 3 fine sand )
10.98
-
142.8
Neat cement punning including cost of materials required complete.
17.53
-
44.3
Applying a coat of mordant solution on G.S. sheet on new work complete:
i). With a solution made of 38 gms of copper acetate in litre of soft water.
16.56
-
20.9
Painting on wood work with oil type wood preservative ( two or more coats ) of approved brand and manufacture on new work complete.
18.96
-
33
Distempering with 1st quality acrylic washable distemper (ready mixed) of approved brand and manufacture and of required shade and colour complete as per manufacturer's specification on new work (two or more coats). [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
92.24
-
54.8
Providing and fixing soft wood ( chamal ) EVE board 25 mm thick and 225 mm wide including painting two coals complete as directed.
25
-
98.4
Providing & Placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the E.I.C.
i) 150 mm dia
6.05
-
1062.7
Supply and installation of 10000 GPH submersible pump with suitable motor considering with 70.00 mtr. head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the E.I.C (G.I Pipe will be paid separately)
1
-
98976
Supply and installation of 5000 GPH submersible pump with suitable motor considering with 78.00 mtr. head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the E.I.C (G.I Pipe will be paid separately)
1
-
76907
Supply and installation of 2500 GPH submersible pump with suitable motor considering with 78.00 mtr head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the E.I.C (G.I Pipe will be paid separately)
1
-
68279
Providing and fabrication of column pipe in/c fitting fixing of G.I flange by cutting the G.I pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. Long and welding the same with G.I flange as per specification and direction of E.I.C ( G.I pipe will be provided by the agency at his own cost and risk )
i. For 50 mm dia G.I pipe with 10 mm thick GI flange
1
-
1750.2
ii. For 65 mm dia G.I pipe with 10 mm thick GI flange
1
-
1883.8
iii. For 80 mm dia G.I pipe with 10 mm thick GI flange
1
-
2397.6
iv. For 100 mm dia G.I pipe with 10 mm thick GI flange
1
-
3184.6
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood/plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet ) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
1
-
5132.6
Providing and fitting fixing of fully automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415 V, in Steel Sheet Enclosures with Contractor and Timer etc. complete suitable for submersible Pump L & T , BCH ABB make as per specification and direction of the Engineer- in charge. i) 25 HP/18.5 kw Relay range within 13-21 + 10 %
1
-
10225.5
ii) 35 HP/26 kw Relay range within 20-32 + 10 %
1
-
18257.5
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-incharge
ii) 63 Amps
1
-
4199
iii) 100 amps
1
-
6822.3
Providing and fitting fixing with PVC insulated single core
multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
ii) 16 sqmm
15
-
259.9
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-charge.
1
-
938.8
Providing and fitting fixing of moving iron type, Range 0-100 V, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
-
1652.3
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
iv) 63-80 Amps
1
-
4398.5
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3 phase connection with 4.0 mtr long G.I pipe
1
-
19830.8
Providing and fitting fixing 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
-
194.1
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming watering etc and disposing of surplus excavated soil with all required leads as per chapter - 2 of CPWD specification and direction of the Engineering-in-charge. A. For UPVC pipes in new work. a. In all kinds of soil
i) For pipes not exceeding 90 mm
2500
-
50.5
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2000
-
61.3
B. For G.I. / C.I. / D.I. pipes in new work. a. In all kinds of soil. ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
220
-
77.1
Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS:10124 (Pt-II) with solvent cement conforming to IS: 14182 in/c testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer-in-charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
i. 40 mm dia
250
-
68.9
ii. 50 mm dia
250
-
88.5
iii. 90 mm OD
2000
-
166.2
iv. 110 mm OD
1000
-
238.8
v. 140 mm OD
1000
-
396.5
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in -charge. i) 100 mm dia
110
-
72.3
II) 150 mm dia
110
-
103.7
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 100 mm dia
20
-
24.3
ii) 150 mm dia
20
-
45.9
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A. D.I. all socketted Bend 90 degree
i) 100 mm dia
1
-
1121.8
ii) 150 mm dia
1
-
1804.8
B. D.I. all socketted Bend 45 degree
i) 100 mm dia
1
-
1077
ii) 150 mm dia
1
-
1401.6
C. D.I. all socketted Bend 22.5 degree
i) 100 mm dia
1
-
947.4
ii) 150 mm dia
1
-
1345
D. D.I all socketted bend 11.25 degree
i) 100 mm dia
1
-
993.3
ii) 150 mm dia
1
-
1374.5
F. D.I. all socketted tee
i. 100 x 100 x 80 mm dia
1
-
1442.1
ii. 100 x 100 x 100 mm dia
1
-
1534
iii. 150 x 150 x 80 mm dia
1
-
1959.2
iv. 150 x 150 x 100 mm dia
1
-
2236.3
I. D.I. Double Socketted tapper
i. 100 x 80 mm dia
1
-
828.3
ii. 150 x 100 mm dia
1
-
1415.8
J. D.I. Flanged Socketted tail piece
i. 80 mm dia
1
-
855
ii. 100 mm dia
1
-
963.9
iii. 125 mm dia
1
-
1368.2
iv. 150 mm dia
1
-
1353.3
K. D.I. Flanged Spigotted tail piece
i. 80 mm dia
1
-
853.8
ii. 100 mm dia
1
-
1060.5
iii. 125 mm dia
1
-
1369.4
iv. 150 mm dia
1
-
1442.9
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 80 mm dia
A. PN - 1.6
2
-
3495.6
ii. 100 mm dia
A. PN - 1.6
2
-
4925.8
iii. 125 mm dia
A. PN - 1.6
2
-
6091.8
iv. 150 mm dia
A. PN - 1.6
2
-
7354
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge
i) 110 x 90 mm dia
2
-
244.5
ii) 140 x 110 mm dia
2
-
330.2
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 90 mm dia
3
-
223.5
ii. 110 mm dia
3
-
276.8
ii. 140 mm dia
3
-
362
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 90 x 90 mm dia
2
-
266.3
ii. 110 x 110 mm dia
2
-
444.7
iii. 140 x 140 mm dia
2
-
638.1
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 90 mm dia
3
-
104.2
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B. by manual means
30
-
274.5
Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm 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 fine sand : 4 brick aggregate 1st class 20 mm nominal size a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A. With 1st class bricks.
A. With first class bricks
4
-
14488
Providing nad laying of flexible PVC pipe ( conforming to IS:7634) complete as per specification and direction of E.I.C (Cost of earth work and fitting will be paid separately)
i. 15 mm dia
500
-
38.3
ii. 20 mm dia
150
-
44.2
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 15 mm nominal bore
100
-
302.1
Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 90 mm dia with 15 mm dia opening
50
-
325
ii. 110 mm dia with 15 mm dia opening
25
-
382.3
iii. 140 mm dia with 15 mm dia opening
25
-
432.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
100
-
71.9
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia 75 mm long.
200
-
55.3
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm. dia
200
-
67.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm. dia
100
-
46.2
Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants point at different location as per specification and direction of E.I.C
I. 15 mm dia PVC plastic bib cock
100
-
62.6
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 80 mm dia. i. 80 mm nominal bore
1
-
3395.1
ii. 100 mm nominal bore
1
-
4529.9
Providing and fixing G.I. pipes medim class as per IS : 1239 with
latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A. External Work
i. 15 mm nominal bore
150
-
153.8
ii. 20 mm nominal bore
60
-
186.4
iii. 32 mm nominal bore
60
-
300.5
iv. 80 mm nominal bore
12
-
565.8
v. 100 mm nominal bore
12
-
781.6
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