Department Of Local Administration Tender

View complete overview of Puducherry Department Of Local Administration Tender

Department Of Local Administration Tender

Works

Eprocure

Pondicherry, Pondicherry

Opening Date3 Sep 2018

Closing Date18 Sep 2018

Tender Amount₹ 11,63,111

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Costs

EMD
₹ 23,262
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Description

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Tender Id
2018_DLA_3939_1
Bid Award Id
View
Tender No
44/e-Tender/Ae/Net.CP/2018-19
Tender Authority
Department Of Local Administration View
Purchaser Address
-
Website
http://http://www.dla.go.th/en/

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Documents

Tender Notice-2552.1 kBTendernotice_1.pdf

NIT

Tender Notice-1147.9 kBTendernotice_2.pdf

Tender Notice

BOQ-1300.0 kBBOQ_4004.xls

BOQ

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BOQ Items

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Code :No:30.29:Supplying and lowering of UPVC 150mm dia Plain casing pipe confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 7.5mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contractor's rig.

Quantity50

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Code :No:30.30: Extra for providing 3mm slots in 150mm dia. UPVC casing pipes.

Quantity50

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Code : No:30.28 :: Providing and fixing UPVC top cover suitable for 150mm dia pipe. The rate to include the cost of cover, transportation to site and fixing in position.

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Code : No:33.27.11 :Supplying transportation and packing of 8mm size down gauge graded pebbles including filling the annular space raduallycomplete.The pebbles disintegrated pieces. should be free from any disintegrated pieces.

Quantity7

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Code : No:33.27.5: Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor and conducting yield test by"V" Notch methods.

Quantity20

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Code : No:30.8 :Providing and fixing 110mm dia PVC pipe (4kg/cm2) in weep holes inlcuding cement concrete 1:5:10 (1 cement : 5 coarse sand:10 graded stone aggregate ) and filling of pebbles etc., as directed by the Engineer-in-charge.

Quantity142

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Code : No:30.27A :Providing and fixing cement concrete rings of 900mm dia,300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) and provided with nominal reinforcement. The rate to include the cost of cement concrete rings,tansportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete.

Quantity10

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Code : No:NPSR:Providing and fixing cement concrete rings of 1200mm dia,300mm height and 50mm wall thickness in C.C 1:2:4 (one cement, two sand and four 12mm HBG metal) with or without slots in the walls and provided with nominal reinforcement. The rate to include the cost of cement concrete rings,tansportation to site, labour and errection, fixing with cement mortar 1:3 ( one cement:three sand) all complete

Quantity10

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Code : No:31.161.1GProviding, laying and jointing UPVC pipes(Finolex/Jain) (0.6 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends, tees, threaded eces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 140mm dia.

Quantity4

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Code : No:31.171.1JProviding and fixing in position UPVC moulded endcap (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI Marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

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Code : No:30.32Providing and fixing netlon mesh

Quantity2

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Code : No:19.6.5: Providing and laying non pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc, complete - 450mm dia RCC pipe.

Quantity20

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Code : No:2.8.1: Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil.

Quantity122

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Code : No:4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement:5coarse sand : 10 graded stone aggregate 40mm nominal size)

Quantity35

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Code : No:4.1.5: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:3:6 (1 cement:3coarse sand : 6 graded stone aggregate 20mm nominal size)

Quantity91

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Code : No:4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement:2coarse sand : 4 graded stone aggregate 20mm nominal size)

Quantity6

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Code : No:4.3.2: Centering shuttering including struttings, propping etc. and removal of form work for : Retaining walls , return walls, walls including attached pilasters, buttresses plinth and string courses fillets etc.- Using steel sheet with M.S.frames(any thickness)

Quantity525

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Code : No:13.1.1: 12mm cement plaster of mix : cement motor 1:4 (one cement : 4 fine sand

Quantity241

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