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Construction Of Infrastructures For Shifting Of Phe Store From Devika Udhampur To Malhar Road Rehni Garhi Village Rehmbal Udhampur Balance Work, Malhar Udhampur-Jammu And Kashmir

Public Health Engineering Department-PHED has published Construction Of Infrastructures For Shifting Of Phe Store From Devika Udhampur To Malhar Road Rehni Garhi Village Rehmbal Udhampur Balance Work. Submission Date for this Tender is 04-11-2020. Civil Work Tenders in Malhar Udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

25815595
Construction Of Infrastructures For Shifting Of Phe Store From Devika Udhampur To Malhar Road Rehni Garhi Village Rehmbal Udhampur Balance Work
Open Tender
Indian
Jammu And Kashmir
Malhar Udhampur
04-11-2020

Tender Details

Construction Of Infrastructures For Shifting Of Phe Store From Devika Udhampur To Malhar Road Rehni Garhi Village Rehmbal Udhampur Balance Work

Key Value

Document Fees
INR 2000 /-
EMD
INR 122520.0 /-
Tender Value
INR 61.26 Lakhs /-

BOQ Items

Name of / Work Scheme: Construction of infrastructures for shifting of PHE store from Devika Udhampur to Malhar road Rehni Garhi Village Rehmbal Udhampur (balance work)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 E/work in excavation by Mechanical means(Hydraulic excavator) over areas (exceeding 30cm in depth as well as 10 sqm on plan) including disposal of excavated earth lead upto 50mtr, disposed earth to be levelled & neately dressed in: (70% All kind of soil and 30% Ordinary rock). 860 Cum
2 2 Preparation of sub grade by excavating earth to an average of 22.5 cm depth dressing to camber and consolidated with road roller with making good the updulation etc. and disposal of sur plus earth upto 50mtr. 1500 Cum
3 3 Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40MM nominal size (Nallah) 50 Cum
4 4 Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20MM nominal size (Crusher) 2.5 Cum
5 5 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases, & spiral stair cases upto floor five level excl. the c/o centering, shuttering, finishing & reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size. 3.36 Cum
6 6 Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete cold twisted bars. 500 kg
7 7 Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20MM nominal size (Nallah) 450 Cum
8 8 centring and shuttering including strutting, propping etc.and removal of form work
9 8.1 Foundation, footings, bares of column etc. for mass concrete 300 sqm
10 8.2 Walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses . 1070 sqm
11 8.3 Lintels, beams, plinth beams, girders, bress umers & canti levers. 20 sqm
12 8.4 Edges of slabs and breaks in floors and walls (under 20cm wide) 30 Mtr.
13 9 Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete( 50mm with 20mm nominal size stone (Nallah) 92 sqm
14 10 12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand). 400 sqm
15 11 Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and sampling if girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared 5268.9 sqm
16 12 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure of sludge in the ratio of 2:1 by volume (2part of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure of extra good earth, if needed to be paid for separately\nHoles 60cm dia & 60 cm deep 500 No
17 13 Supplying and stacking of graded stone aggregate at site of size range (excluding carriages) 63mm to 45mm (Nallah) 225 Cum
18 14 Laying water bound macadam with specified stone aggregate with good earth including spreading to template & consolidation with power road roller of 8 to 10 tonne capacity etc. Complete (payment for stone aggregate & good earth shall be made separately). Base course with 63mm to 45mm size with good earth. 225 Cum
19 15 Supplying and stacking of graded stone aggregate at site of size range (excluding carriages) 53mm to 22.40mm (Nallah) 113 Cum
20 16 Laying water bound macadam with specified stone aggregate, stone screening & binding material including screening, sorting, spreading to template & consolidation with power road roller of 8 to 10 tonne capacity etc. Complete (payment for stone aggregate, screenings, Kankar, moorum & red bajree etc to be made separately). Base course with 53mm to 22.40mm size incl. Stone, Screenings 11.20 mm size 113 Cum
21 17 Supplying and stacking of stone screening chipping at site excluding carriages 13.20mm nominal size. (Type A) 35 Cum
22 18 Supplying and stacking of stone screening chipping at site excluding carriages 11.20mm nominal size. (Type B) 51 Cum
23 19 Supply and stacking of good aerth / stone dust at site (excluding carriage) 27 Cum
24 20 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired denisty, complete as per specification and directions of engineer in charge 112.5 Cum
25 21 Providing and applying tack coat using hot staright run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechnically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface a per specifications on WBM @ 0.75 kg/sqm 1500 sqm
26 22 Providing and laying 50 mm compacted thickness bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in mixed material with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density including carriage 75 Cum
27 23 Providing and applying tack coat using hot staright run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechnically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface a per specifications on Bitumen @ 0.50 kg/sqm 1500 sqm
28 24 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid separately) with paving asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 1500 sqm
29 25 Providing and laying seal cost of premixed fine aggregate (passing 2.36 mm & retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete 1500 sqm
30 26 Providing and fixing M.S. grills or required pattern in frames of windows etc with M.S flats, square or round bars etc including priming coat with approved steel primer in fixed to steel windows by welding 50 Kg
31 27 Provision for construction of bathroom/toilet size 10 ft x 7 ft and soakage pit size 4 ft x 4 ft x 6 ft \nSpecifications flooring and wall tiles upto height 1.80 mtr ceramic glazed floor tiles confirming to IS 13755 (Nitco, Orient, Kajaria, Somany), water closet squatting pan indian type (Orissa pattern IS 7231 including cistern with allied accessories, CP brass Bib cock 3 nos, CP brass angle valve 3 nos, white vitreous wash basin 630 mm x 450 mm and mirror including all GI pipe fittings and other necessary items \nElectrification - 02 no bulb holders, 1 no 15 Amp socket and 1 no 5 Amp socket\nAluminium work for door - 7 ft x 2 ft . 6 inch , ventilator 3 ft x 1 ft. 6 inch etc \nSintex tank 5000 litres 4 Nos. 1 Complete Job
32 28 Plantation of plants (including cost of plants) 500 No.
33 29 Providing 4 Nos. steel beds with matress, 4 Nos. blankets / bed sheets 04 nos. large steel almirah, 2 No. Office table & 12 Nos office chairs including curtains with rods 1 Complete Job
34 30 Providing installationn and testing flood lights with poles 08 Nos. including erection of LT lines (complete job) through under ground cabling 1 Complete Job
35 31 Note:- The bidders are advised to quote the rates inclusive of all carriages.
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