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Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
29 Mar 2024, 2:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER JAL SHAKTI (PHE) RURAL DIVISION JAMMU
As refer BOQ
2024_PHE_247635_8
e-NIT No. 72 of 2023-24
Open Tender
Civil Works
Item Rate
365 days
OFFICE OF THE EXECUTIVE ENGINEER JAL SHAKTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer
₹8,000
Yes
23 Apr 2024
20 Mar 2024
30 Mar 2024
20 Mar 2024
29 Mar 2024
20 Mar 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : 1 meter from cutting edge
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters: All kinds of soil :
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth. Lead upto 50mtr and lift upto 1.5mtr without ramming and watering
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:
a) Water bound macadam road.
b) Bituminous road
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :
(a) 15 mm to 40 mm nominal bore
(b) Above 40 mm nominal bore
Deployment of extra fitters / mazdoor for restoration of damaged ends of G.I. pipes due to floods/SDRF including locating/ traces of blockages /leakages and removing the same etc.
a) Asstt. Fitter or 2nd class fitter
b) Mazdoor
Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material including all leads exclusively for cleaning of dug wells.
Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
15 mm and 20 mm dia. G.I. pipes
25 mm and 32 mm dia. G.I. pipes
40 mm and 50 mm dia. G.I. pipes
65 mm and 80 mm dia. G.I. pipes
100 mm and 150 mm dia. G.I. pipes
Fixing of C.I. Check Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I
Fixing of C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I
Fixing of gun metal gate valve with C.I. wheel of approved quality (screwed end)
Repair of GM Gate valves by way of replacement of spindle rods including cost of spindle rods
Repair of sluice valves/ check valves/ mushroom valves by way of replacement of spindle rods including cost of spindle rods, insertion of leather sheet/ rubber sheet, nut bolts etc.
Providing and fixing brass bib cock of approved quality.
15 mm nominal bore
20 mm nominal bore
Providing and fixing brass stop cock of approved quality.
15 mm nominal bore
20 mm nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40mm nominal bore
50 to 80mm nominal bore
Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: (1 cement : 4 coarses and : 8 graded stone aggregate 40 mmnominal size)
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix)
1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles 10 mm to 25 mm
For thickness of tiles above 25 mm and upto 40 mm.
Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer- in-charge. Including excavation and refilling trenches after taking out the pipes. Upto 150 mm diameter.
Above 150 mm dia upto 300 mm dia.
Above 300 mm diameter.
Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Ordinary cement without any pigment
i) Dark shade using ordinary cement
Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
Laying old cement concrete interlocking paverblocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fines and etc.all complete as per the direction of Engineer-in-charge.
Welding, including transportation of plant at site etc. complete. By electric plant
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
Barricading of G.I. pipes incl. excavation of pits for fixing of angle iron posts binding and dismantling of same incl. refilling of pits and carriage complete. Mazdoor @ Rs.553/day
Fitter @ Rs.734/day (2nd class Asstt. Fitter)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece.
Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete
DHANISH SHARMA
ANIRUDH GUPTA
RAKESH KUMAR GUPTA
PARVEEN KUMAR SHARMA
M/S SATISH KUMAR SHARMA
Gopal Chand Sharma
F A CONSTRUCTIONS
M/S RAVEESH GUPTA CONTRACTOR
ABHILASH VERMA
tech_eval.pdf
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