Public Works Department Tender

View complete overview of Tripura PWD Tender

Public Works Department

Civil Works Water WorksPipes and Pipe Related ActivitiesBuilding Material
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Downloads91 Downloads

Opening Date

18 Oct 2021

Closing Date

09 Nov 2021

Tender Amount

₹ 77,54,316

Costs

Summary

Water Supply Scheme Under Jjm In The Year 2021-22. / Const. Of 75000 Gallon Capacity Cwr, Providing And Laying Rising Line From Newly Sunk Dtw At Borgul W-2 Of Borgul Gp And Distribution Pipe Line I/c Domestic Connection And Other Allied Works

Description

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BOQ Items

ItemQuantityUnitsRateAmount
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Sub Head : Laying of pipeline.
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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 Engineer - in - charge. 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
3112.48Mtr-99.8
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Providing and 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) 150 mm dia
3112.48Mtr-1981.7
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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. iii) 150 mm dia
566Joints-116
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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.
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ii). 100 mm dia. A) PN - 1.6
1Nos-4559.7
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iii). 125 mm dia A) PN - 1.6
1Nos-5479.9
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iv). 150 mm dia. A) PN - 1.6
8Nos-6967.3
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v). 200 mm dia. A) PN - 1.6
2Nos-13015.6
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vi). 250 mm dia. A) PN - 1.6
1Nos-22091.2
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
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i) 150 mm dia
2Nos-8930.5
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ii) 200 mm dia
2Nos-16749.4
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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately).
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i) 100 mm dia
1Nos-9054
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ii) 125 mm dia
1Nos-10466.7
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ii) 150 mm dia
8Nos-11948.8
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ii) 200 mm dia
1Nos-11948.8
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Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
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iii) 150 mm dia
16Nos-141.8
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iv) 200 mm dia
1Nos-189
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Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) Upto 300 mm dia
1t-181392
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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. ii) 15 mm nominal bore
150Nos-326.6
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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 ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A). With First class bricks
10Nos-14128.5
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately).
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i. 15 mm dia
195Mtr-42.7
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ii. 20 mm dia
100Mtr-48.6
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
300Each-68.8
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
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i) 15 mm dia
150Each-98.5
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ii) 20 mm dia
2Each-112.2
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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
30Mtr-466.8
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Cutting bitumminous road (30 cm average depth) including getting out the dexcavated road materials and refitting the same. a). Stone aggregate.
10Sqm-39.15
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
4cum-10456.6
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Construction of surface drain 250 mm. wide, 150 mm. deep and 125 mm. side walls with 2nd class brick masonry work 1:4(1 cement: 4 river sand) on 100 mm. thick cement concrete bed of mix 1:5:10(1cement: 5 river sand: 10 jhama aggregate 40 mm. nominal gauge) and cement concrete 1:2:4 mix (1 cement: 2 river sand sand: 4 jhama aggregate 12.5 mm. nominal gauge) in drains including finishing
12Sqm-353.7
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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
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i). 80 mm dia. nominal bore
15mtr-808.2
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ix). 100 mm dia. nominal bore
15mtr-1162.3
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i). 150 mm dia. nominal bore
15mtr-1533.8
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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
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i). 150 mm dia. nominal bore
4Nos-1987.4
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)100 x 80 mm dia
2Nos-474.8
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
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A. D.I. Flanged Socketted tail piece
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i). 150 mm dia
2Nos-1986.1
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ii) 125 mm dia
1Nos-2009
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iii) 100 mm dia
1Nos-1412.8
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B. D.I. Flanged Spigotted tail piece
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ii). 150 mm dia
4Nos-2726.5
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ii) 125 mm dia
1Nos-2010.7
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iii) 100 mm dia
2Nos-1555.3
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C. D.I. all socketted tee
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I) 100 x 100 x 100 mm dia
1Nos-2249.6
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ii)150 x 150 x 100 mm dia
1Nos-3283.5
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D) D.I. all socketted Bend 90 degree
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i) 100 mm dia
1Nos-1645.7
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ii) 150 mm dia
1Nos-2652
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Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
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iii). 100 mm dia
2Nos-336.3
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iv). 80 mm dia
2Nos-305
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iv). 150 mm dia
2Nos-470.9
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6cum-887.5
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
22cum-134.9
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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.
100Nos-90.2
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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock
100Nos-97.3
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Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge iii) 15 mm dia 225 mm long
100Nos-58.6
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
15Cum-169.5
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. '-All kinds of soil
6cum-120.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
2.8Cum-9512.3
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5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement -All work upto plinth level: 5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2Cum-10974.6
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.5Cum-11791.9
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more.
300kg-78.2
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Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 Nos, 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
50No.-1670.2
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Providing and fixing in position Precast RCC hydrant post engraved with logo of JJM and other necessary details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
50No.-2323
Total Amount ₹ 3.9 Lac
Quoted Amount
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₹ 3.7 Lac
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