National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Mizoram NHIDCL Tender
Costs
EMD
₹ 1,39,781Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/ro-aizawl/rr/raising Low Sec/v-s/2023-24
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_NHIDC_789522_1Bid Award Id
ViewTender No
NHIDCL/RO-Aizawl/RR/Raising low sec/V-S/2023-24Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
cost of construstion of for 1200MM Single HP Culvert
Cost of Cement Concrete pipe NP4/prestrssed concrete pipe
37.5
461109
12296.25
cost of construstion of for 1200MM Single HP Culvert
Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort ) in cement mortar 1:3
Chute drain on D/S side
20.28
149016
7349.06
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1295
720797
556.6
Excavation in Soil by Mechanical means (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Earth in cutting for widening
2527
290832
115.09
Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
By Mix in Place Method for Grading-V Material
Granular Subbase
573.46
1560775
2721.7
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.)
By Manual Means Grading - 1 (63 mm to 45 mm) Using Screening Type-B (11.2mm Agg.)
347.9
1477917
4248.11
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.)
(ii)Grading - 2 Using Screening Type-B (11.2mm Agg.)
531.2
2256596
4248.11
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
iii) High Porosity
6748
674800
100
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
iii) Granular Surface Treated with Primer
5698
155897
27.36
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades.)
Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour n
3619
894508
247.17
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - I : Type A
3619
477997
132.08
Side Drain 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, B Mechanical Means. (i)Depth upto 3 m
352
40846
116.04
Side Drain Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
base of drain
35.2
262339
7452.83
Side Drain Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications :-A PCC Grade M15
168.96
1534188
9080.19
Side Drain Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
12.44
1314450
105637.74
Side Drain Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications
Chute drain on D/S side
Coursed rubble masonry (first sort ) in cement mortar 1:3
13.52
99344
7349.06
Extension of slab culvert at KM 66.8
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.)
Earth earth in Excavation
28.35
3289
116.04
Extension of slab culvert at KM 66.8
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
foundation
19.35
144212
7452.83
Extension of slab culvert at KM 66.8
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 30 Case-I (i)/(p)Using Concrete Mixer For solid slab super-structure,Height upto 5m
2.05
26126
12732.08
Extension of slab culvert at KM 66.8 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.11
11364
108232.08
Extension of slab culvert at KM 66.8
Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort ) in cement mortar 1:3
Chute drain on D/S side
6.76
49672
7349.06
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements