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Tender For Excavation Of Trial Trenches For Feasibility Study To Lay U.G. Cable Duct Along Cit Road From Beliaghata Main Road To Peerless Pedestrain Over Bridge At Ultadanga Main Road In Ward No-30,31,32,33,34,35 And Restoration The Same., Kolkata-West Bengal

Kolkata Municipal Corporation-KMC has published Tender For Excavation Of Trial Trenches For Feasibility Study To Lay U.G. Cable Duct Along Cit Road From Beliaghata Main Road To Peerless Pedestrain Over Bridge At Ultadanga Main Road In Ward No-30,31,32,33,34,35 And Restoration The Same.. Submission Date for this Tender is 19-09-2023. Bridge Work Tenders in Kolkata West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

39601301
Tender For Excavation Of Trial Trenches For Feasibility Study To Lay U.G. Cable Duct Along Cit Road From Beliaghata Main Road To Peerless Pedestrain Over Bridge At Ultadanga Main Road In Ward No-30,31,32,33,34,35 And Restoration The Same.
Open Tender
Indian
West Bengal
Kolkata
19-09-2023

Tender Details

Tender For Excavation Of Trial Trenches For Feasibility Study To Lay U.G. Cable Duct Along Cit Road From Beliaghata Main Road To Peerless Pedestrain Over Bridge At Ultadanga Main Road In Ward No-30,31,32,33,34,35 And Restoration The Same.

Key Value

Document Fees
Refer document
EMD
INR 6000.0 /-
Tender Value
INR 2.91 Lakhs /-

BOQ Items

Name of Work:EXCAVATION OF TRIAL TRENCHES FOR FEASIBILITY STUDY TO LAY U.G. CABLE DUCT ALONG CIT ROAD FROM BELIAGHATA MAIN ROAD TO PEERLESS PEDESTRAIN OVER BRIDGE AT ULTADANGA MAIN ROAD IN WARD NO-30,31,32,33,34,35 AND RESTORATION THE SAME.
Sl. No. Item Description
1Earthwork in cutting to form road section in correct profile including removal of spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post work
2BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 2. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof (c ) Extra rate for each addl floor over the rate of ground floor.
3Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume).(c) For Silver Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-4)
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1)
5ORDINARY 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 (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)
6BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (b) 1:4:8 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018)
7Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete
8Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658.on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clanse 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will he us per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 af IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 50mm thick (ii) Coloured Decorative  (12th Corrigenda & addenda dated14.10.2020)
9SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm
10CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.8 Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptusor other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid seperately. a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (ii) Railing with 3 rows.
11Estimated amount
12Add: 9%SGST
13Add: 9%CGST
141% LWC
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