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Diversion Of 300 Mm Dia Ms Pipeline Near Railway Culvert At Gorbi For Extension Of Railway Track At Iwss Khadia, IWSS KHADIA AREA-Uttar Pradesh

Northern Coalfields Limited-NCL has published Diversion Of 300 Mm Dia Ms Pipeline Near Railway Culvert At Gorbi For Extension Of Railway Track At Iwss Khadia. Submission Date for this Tender is 13-09-2019. Pipe Laying Tenders in IWSS KHADIA AREA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

21616187
Diversion Of 300 Mm Dia Ms Pipeline Near Railway Culvert At Gorbi For Extension Of Railway Track At Iwss Khadia
Open Tender
Indian
Uttar Pradesh
IWSS KHADIA AREA
13-09-2019

Tender Details

Diversion Of 300 Mm Dia Ms Pipeline Near Railway Culvert At Gorbi For Extension Of Railway Track At Iwss Khadia

Key Value

Document Fees
Refer document
EMD
INR 13000.0 /-
Tender Value
INR 10.38 Lakhs /-

BOQ Items

Name of Work: Diversion of 300 mm dia MS pipeliine near railway Culvert at Gorbi for extension of railway track at IWSS Khadia.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantaling, recovery of possible inundated/submerged pipes of size 10/12'' and stacking at designated location as per instruction of EIC (Oxygen and DA cylinder for cutting will be provided at site by department at free of cost as per requirement). 72 meter
2 2 Laying of M. S. Pipe 300 mm dia including alignement, making bend as per requirement etc all complete as per instruction of EIC 72 meter
3 3 Hire charges of trailor for transportation/ carriage of including loading, unloading of 300 mm dia MS pipe from IWSS to Gorbi and Old dismantled pipe from Gorbi to IWSS etc all complete as per instruction of EIC 2 Days
4 4 Dewatering by Pump motor including cost of diesal pump and motor transportation/ carriage etc all complete as per instruction of EIC 5 Days
5 5 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.
6 6 All kinds of soil. 690.48 cum
7 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5.49 cum
8 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
9 9 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). 9.29 cum
10 10 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). 9 cum
11 11 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
12 12 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 17.32 cum
13 13 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
14 14 Cold twisted bars 1560 Kg
15 15 Centering and shuttering including strutting, propping etc. and removal of form for:\r\n
16 16 Foundations, footings, bases of columns, etc. for mass concrete 48.72 sqm
17 17 Columns, Pillars, Piers, Abutments, Posts and Struts 101.4 sqm
18 18 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
19 19 Cement mortar 1:6 (1 cement : 6 coarse sand) 63 cum
20 20 Extra rates for quantities of works, executed : Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level upto the centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored.
21 21 In or under water and/or liquid mud, including pumping out water as required. 90 Cum
22 22 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 400 kg
23 23 Providing , Laying & Fixing in position GI wire net cages in boxes of required size made from double twisted GI wire of 3 mm dia with heavy zinc coating of 275 gm/sqm with edging wire of 3.9 mm dia with minium mesh tensile strength perpendicular to twist 19 KN/sqm & parallel to twist 43 KN/sqm etc complete and filling with locally available boulders (hand packing ) as per instruction of EIC (Cost of collection & filling of boulder tio be paid separately) 494 Sqm
24 24 Collection of locally available boulder from dump, carriage to site brought to shape and size either manual or mechanically with all lead packing the same into wire cage with fully tightens etc complete for 1 cum ( a deduction of 15% shall be made in volume of gabions) 77.35 Cum
25 25 Brick Work with Non- Modular FALG bricks confirming to IS: 12894, class designation 7.5 avaerage compressive strength etc. complete in all respect in foundation and plinth in cement mortar 1:6 ( 1 cement :n 4 Coarse sand ) 19 Cum
26 26 12 mm cement plaster of mix :
27 27 1:6 (1 cement: 6 fine sand) 165 sqm
28 28 Total impact of GST for the purpose of CTC BI01010001010000000000000515BI0100001129 1 Nos
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