Public Works Department Tender
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Public Works Department - PWD Tender
Paints and Enamels
Opening Date16 Aug 2024
Closing Date5 Sep 2024
Tender Amount₹ 25,00,000
Costs
EMD
₹ 18,750Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
157343Bid Award Id
ViewTender No
157343Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Providing and fixing guard stones 200 x 200 x 900 mm made of
precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C.
1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint
with white and black bands including excavation.
100
43100
431
Painting, figuring and numbering as per IRC specification complete for 5th kilometer stone
7.5
1980
264
Ordinary Kilometer stone
25
2925
117
Hectometer stone
100
1900
19
Boundary stone
75
1650
22
Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.
25
5425
217
Providing painting figuring and numbering to minor bridge up to 30 m linear waterway complete as per IRC specifications.
1
181
181
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
37.5
53775
1434
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller
150
41550
277
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A) Plant mix method (with Mechanically crushed stone only)
b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material
37.5
51450
1372
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
125
27875
223
Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. A) 60mm thick Plain precast interlock concrete block
50
24850
497
80mm thick Plain precast interlock concrete block
25
14750
590
80mm thick Polymer coated coloured precast interlock concrete
25
18300
732
60mm thick Polymer coated coloured precast interlock concrete blocks
25
16175
647
Painting on Concrete Surfaces Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
250
15500
62
One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces)
500
24000
48
Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79.
75
143475
1913
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.
50
3350
67
Providing & Fixing Hazard Marker Type-2 Partial Retro
Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild
steel sheet Confirming to IS:2062 Painted with one cast of Zinc
Chromate Stoving Primer and two coats of Black Stove Enamel
(Oven Baked) paint with 10 cm bands of yellow Retro- Reflective
Sheeting of Engineering Grade pasted a per IRC:79 including one
MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly
painted with synthetic enameled paint block including bolts and
fixing the same in M-15 concrete black of size 30x30x30cm,
including transportation etc. Complete.
-
-
1491
Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
35
91070
2602
Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)
250
66750
267
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil Up to 3 m depth
100
14600
146
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
B) 600 mm dia
25
61475
2459
900 mm dia
25
121850
4874
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
37.5
141300
3768
PCC Grade M 20
37.5
156525
4174
Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes)
100
16300
163
Half Brick Circular Tree Guard, in 2nd class Brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground (Half brick circular tree guard, in 2nd class brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete)
50
64800
1296
Painting on new work (two or more coats) to give an even shade with:
14.22.2) Premium synthetic enamel paint
50
2350
47
Painting on old work (one or more coats) to give an even shade with:
14.23.2) Premium synthetic enamel paint
50
1500
30
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.
9.6.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
100
6800
68
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM/WMM surface @0.85 Kg/sqm.
3750
240000
64
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
3750
63750
17
(i) Bituminous surface @ 0.25 kg /Sqm
1000
15000
15
Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B) With mechanical paver finisher
63
342216
5432
Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
B) With mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
49
306495
6255
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II.) With mechanical paver finisher
A) With bitumen
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
50
7300
146
Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
B) With mechanical paver finisher
(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
10
79160
7916
Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
B. With mechanical paver finisher
iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
10.85
106460
9812
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
A) Bituminous courses
10.85
5880
542
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