Ministry Of Road Transport And Highways Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Chhattisgarh government has posted on its website in a very hassle-free manner.
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 5,03,55,000
Costs
EMD
₹ 2,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Widening 2-lane Road (balance Work) In (km 26 To 35 - 10.00 Km) Of Bijapur-modakpal-tarlaguda
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MoRTH_828089_1Tender No
103/CE/NH/TC/44-39/2024 (LWE)Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Construction of embankment / sub grade with Material Obtained from Borrow Pits (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)
984.93
-
-
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing close 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 B) By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.
1212.9
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
A Grading- II (Using Screening Crushable type such as Moorum or Gravel)
(i) Using Screening Crushable type such as Moorum or Gravel
6534.12
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means)
71400
-
-
Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)
ii)13 mm nominal size chipping surface treated with primes @ 0.30 kg/Sqm.
71400
-
-
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500
(ii) Dry and hungry bituminous surfaces/ granular surfaces treated with primes @ 0.30 kg / Sqm
142800
-
-
Open-Graded Premix Surfacing (By manual means) (Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
Case II
71400
-
-
Seal Coat Type-B (By manual means) (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B seal coat using crushed stone chipping 6.7 mm size and bitumen.)
71400
-
-
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
7707.08
-
-
Road Marking with Hot Applied Thermo-plastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
2330
-
-
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)
i) 5th kilometer stone (precast)
3
-
-
ii) Ordinary Kilometer stone (Precast)
10
-
-
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
45
-
-
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
300
-
-
Construction of RCC open drain 0.6 m x 0.6 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
3352
-
-
Providing and laying 15 cm ( Average ) thickness hammered dressed dry stone V-shaped road side surface drains as per MORT&Hs specifications with all leads and lifts complete. ( Refer to Manual for Hill Roads IRC:SP:48-1998.)
1875
-
-
Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specification
48
-
-
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 back filling with approved material.)
(A) All type soil (i) Upto 3 m depth
205.07
-
-
Ordinary rock (not requiring blasting)
32.34
-
-
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
1271.49
-
-
Plain/Rainforced cement concrete in open foundation Complete as per drawing and technical specifications
(A) Using concrete mixer (i)P.C.C M-15
1249.77
-
-
Prov. & laying Plain/Reinforced cement concrete in sub-structure comp. as per drawing and technical specifications section 1500, 1700 &2200
D) Height upto 5m A) Using concrete Mixer i) RCC M-20
85.09
-
-
Supplying, fitting and placing HYSD bar reinfor-cement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
3.89
-
-
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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200
2351.61
-
-
Providing and fixing in position Tar Paper bearing for slab as per approved drawing and confirming to IS 1398
307.46
-
-
Filler joint
B Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.As per Section 2600
5.32
-
-
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
308.05
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
1765.52
-
-
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
(A) Height upto 5m(a)Using concrete Mixer
(i) P.C.C. Grade M-15
294.01
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700(B) RCC Grade M25(I) For Solid Slab Super Structure (a)Using Concrete Mixer(i) Height upto 5m
13.1
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21- 2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June, 1994
as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
102.3
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.93
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and asper relevant section 2700
41.47
-
-
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
68.09
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section
2700.
20.41
-
-
Providing & filling 37/40 mm. wide expansion joint between spans in wearing coat with premoulded joint filler,primer coat and joint sealing compound as per MORT&H standard drawing No. BD/1-69 'B' and specifications as per section 2600 in:-
(i) R.C.C. 75 mm deep wearing coat
312
-
-
Drainage Spouts complete as per drawing and Technical specifications of section 2705
2
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504 (A) Stone/Boulder
373.2
-
-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504
186.6
-
-
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
(A) Height upto 5m(a) Using concrete Mixer (ii) P.C.C. Grade M-20
270.57
-
-
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.
140
-
-
Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.With Road Marking Paint
460
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements