Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date20 Sep 2024
Closing Date11 Oct 2024
Tender Amount₹ 2,27,88,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
158786Bid Award Id
ViewTender No
158786Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Granular Sub-base as per Table:- 400-1Construction 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)
(i) Grading-III Material
2587.14
3681500
1423
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.)
1747.75
2506273
1434
Prime coat (Providing and applying primer coat with 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
7190.87
460215
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 (ii) Granular surfaces treated with primes @ 0.30 kg / Sqm
7675
130475
17
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%)
383.75
2400356
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
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
7675
1120550
146
Construction of Shoulders (Construction of shoulders as per clause 407 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 4% camber, compacting. watering rolling and royalty charges etc. complete. A With smooth wheeled roller
1168.16
323580
277
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98- 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. (i) Single row for one utility service
60
33180
553
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(ii) Ordinary Kilometer stone (Precast)
2
2920
1460
(iii) Hectometer stone (Precast)
9
3690
410
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 ZincChromate Stoving Primer and two coats of Black StoveEnamel(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 withsynthetic enameled paint blockincluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
32
47712
1491
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807)
270
103680
384
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 800.1.3 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
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 including dewatering etc complete.Ordinary soil Up To 3 m Depth (For HPC & Toe Wall)
284.38
41519
146
Plain/Reinforcement cement concrete in open foundation complete as per drawing and technical specification Using concrete Mixer pcc grade M-15 (For HPC,Drain & Toe Wall)
349.55
1317104
3768
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 but excluding bedding below pipes excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia
20
107400
5370
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material
19.28
17448
905
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 including dewatering etc. complete. (I) ordinary soil (i) up to 3m depth
838.35
122399
146
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer (i) PCC Grade M15
93.15
429700
4613
RCC Grade M25
276.21
1651459
5979
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
13.81
948650
68693
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
D) Height upto 5m
(a) Using concrete Mixer (ii) R.C.C. Grade M-25
199.8
1266532
6339
Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
9.99
689329
69002
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
202.5
65002
321
Construction of RCC Drain/Cover/Chamber Excavation for drain (Earth work in excavation for rain/chamber 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.)
398.4
55776
140
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.with RCC M-20
186.76
774306
4146
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain /cover/chamber complete as per Drawing and Technical Specifications
10.23
575959
56301
SDO
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PWD (B/R) Kunkuri
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