Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 17,50,000
Costs
EMD
₹ 35,000Document Cost
₹ 800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_265589_1Tender No
Fresh NIT 41 of RnB Pattan 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 :
1
187
187.3
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed, ( All kinds of Soil)
1
479
479.3
Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete
1
1200
1200
Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete ( for Berm)
1
1200
1200
Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete.
-
-
-
10''
1
500
500
12''
1
800
800
14''
1
1100
1100
16''
1
1250
1250
20''
1
1500
1500
24''
1
1950
1950
28''
1
2250
2250
32''
1
2700
2700
36''
1
3200
3200
40''
1
3600
3600
48''
1
4500
4500
Providing / laying of MS Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete.
-
-
-
6''
1
1200
1200
8''
1
1500
1500
10''
1
1800
1800
12''
1
2350
2350
Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 100mm compacted thickness
1
2200
2200
Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness
1
2500
2500
Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness
1
2600
2600
Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
1
1200
1200
P/L in position cement concrete in 1 : 4 : 8(1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete.
1
5202
5202.9
P/L in position cement concrete in 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete.
1
5733
5733.6
P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete.
1
6591
6591.25
P/L in position reinforced cement concrete in 1 : 2 : 4 (1 cement:2 course sand: 4 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete.
1
7104
7104.35
P/L in position reinforced cement concrete in 1 : 1.5 : 3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. ( all works upto plinth level)
1
7235
7235.25
P/L in position reinforced cement concrete in 1 : 1.5 : 3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. ( all works above plinth level upto level V)
1
7788
7788.4
Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete. FE-500 D or more
1
123
123.2
Providing / Fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete
-
-
-
Foundations, footings, bases for columns
1
286
286.35
Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc.
1
628
628.75
Suspended floors, roofings, landings, balcones and access plateform
1
718
718.25
50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete
1
625
625.15
40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete
1
510
510.75
25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete
1
400
400.25
12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete.
1
283
283.8
12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete.
1
266
266.2
15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete.
1
327
327.85
15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete.
1
306
306.85
Engagement of labour /Masdoor for one day
1
650
650
Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees
1
850
850
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1
155
155.55
Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive
1
189
189.2
Clearance of slips disposal lead upto 50 m and lift upto 1.5 m.
-
-
-
in ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
1
140
140
in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
1
300
300
In soils; mixed with Decomposed Rocks; by blasting or any other means
1
375
375
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
1
605
605
White washing with lime to give an even shade : Old work (two or more coats)
1
29
29.95
White washing with lime to give an even shade : Old work (one or more coats)
1
15
15
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work
1
131
131.85
Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. Old work ( One or more coats)
1
135
135
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1
8800
8800
Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with 16.0 (Road Work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
1
6000
6000
Provision for GEO tag Photographs before execution, during execution and after execution of work
1
100
100
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