Ministry Of Road Transport And Highways Tender
View complete overview of Meghalaya MORTH Tender
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 4,33,52,186
Costs
EMD
₹ 4,33,522Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Special Repair To Nh-62 For The Year 2024-25 Under Pwd(nh), Baghmara Nh Division In The State Of Meghalaya.
Description
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Contact
Tender Id
2025_MoRTH_848490_2Tender No
No.PW/CE/NH/34/2024/12Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded 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)
ii) for grading- II Material
108
-
-
... More
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) Manual Means
(II) Grading-II (a) Using Screening Crushable type such as Moorum or Gravel
31.5
-
-
... More
(III) Grading-III (a) Using Screening Crushable type such as Moorum or Gravel
63
-
-
... More
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 of 0.60 kg/sqm using mechanical means.)
420
-
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
420
-
-
... More
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.)
(I) Case I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
420
-
-
... More
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
420
-
-
... More
Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
B Boulder/GSB Quantity as per statement - I
262.98
-
-
... More
C Chips Quantity as per statement - I
15.12
-
-
... More
Loading and Unloading of Cement or Steel by Manual Means and stacking.
( ii ) Bitumen
1.36
-
-
... More
Cost of Haulage Excluding Loading and Unloading
A Boulder/GSB Quantity as per statemaent - I
average lead as per statement - II = 195 km
Rate @ Rs 0x16.4+1x8.10+182x6.8 = 1245.7/-
394.47
-
-
... More
B Chips Quantity as per statemaent - I
average lead as per statement - II = 195 km
Rate @ Rs 0x16.4+1x8.10+182x6.8 = 1245.7/-
22.68
-
-
... More
Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Bitumen Quantity as per statemaent - I
average lead as per statement - II = 199 km
Rate @ Rs 0x16.4+1x8.10+201x6.8 = 1374.9/-
1.36
-
-
... More
Re-Construction of damaged culvert no 140/1 on NH-62
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
(iii) Dismantling Stone Masonry (B) Rubble stone masonry in cement mortar.
36
-
-
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(i) Lime /Cement Concrete (I) By Manual Means (B) Cement Concrete Grade M-15 & M-20 SLAB
2.4
-
-
... More
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.)
I) Ordinary soil
A)Manual Means
ii) 3m to 6m depth
265.18
-
-
... More
PCC 1:3:6 in Foundation (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.)
8.91
-
-
... More
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . B) 1200 mm dia
12.5
-
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A) PCC Grade M15
85.98
-
-
... More
B) PCC Grade M20
6.72
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications.
9.5
-
-
... More
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to
embankment site with all lifts and lead upto1000 metres.)
366
-
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material 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)
1149.12
-
-
... More
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)
383.04
-
-
... More
Construction of Shoulders (A. Earthen Shoulders)
45
-
-
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse graded 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)
ii) for grading- II Material
191.52
-
-
... More
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) Manual Means
(II) Grading-II (a) Using Screening Crushable type such as Moorum or Gravel
55.86
-
-
... More
(III) Grading-III (a) Using Screening Crushable type such as Moorum or Gravel
111.72
-
-
... More
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 of 0.60 kg/sqm using mechanical means.)
744.81
-
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom.
744.82
-
-
... More
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.)
(I) Case I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour
744.8
-
-
... More
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)
(i) Case-I: Type-A
744.8
-
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete
surfaces)
2.56
-
-
... More
Road Delineators (Supplying and installation of delineators (road way indicators,
hazard markers, object markers), 80-100 cm high above ground level, painted
black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75
mm dia circular reflectorised panels at the top, buried or pressed into the ground
and confirming toIRC-79 and the drawings.)
20
-
-
... More
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 galvanised 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
80
-
-
... More
Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
A Sand Quantity as per statement - I
B boulder Quantity as per statement - I
C Chips Quantity as per statement - I
641.73
-
-
... More
Loading and Unloading of Cement or Steel by Manual Means and stacking.
( I ) Cement
28.44
-
-
... More
( ii ) Bitumenaggregates and eight coarse aggregates) using
2.41
-
-
... More
Cost of Haulage Excluding Loading and Unloading
A Sand Quantity as per statemaent - I
average lead as per statement - II = 10 km
74.3
-
-
... More
B Boulder Quantity as per statemaent - I
average lead as per statement - II = 161 km
716.62
-
-
... More
C Chips Quantity as per statemaent - I
average lead as per statement - II = 161 km
177.39
-
-
... More
Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Cement Quantity as per statemaent - I
average lead as per statement - II = 228 km
28.44
-
-
... More
B Bitumen Quantity as per statemaent - I
average lead as per statement - II = 228 km
2.41
-
-
... More
S.R to NH-62 for the year 2024-25. (Construction of Retaining wall at 140th Km (20.00m) in the state of Meghalaya)
Excavation for structures(Earthwork 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 I ordinary soil
A) manual means
(i) upto 3 m depth
breast wall
192
-
-
... More
stone masonry work in cement mortar 1:6 for R/wall, B/wall, substructure complete as per drawing and technical specifications
A Random Rubble Masonry
Breast wall
Guard wall
468.8
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
cc base
36.48
-
-
... More
Backfilling behind abutment, wingwall and return wall complete as per drawing and technical specification
Granular materials
R/Wall
132
-
-
... More
Providing weephole
R wall
68
-
-
... More
Embankment construction with material deposited from borrow pit
R wall
147
-
-
... More
Plastering with cement mortar (1:3) on brick work in sub-structures as per technical specifications
R wall
Guard wall
368
-
-
... More
Loading and unloading of stone boulder / stone aggregates/sand/kankar/moorum.(placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.)
A. Sand Quantity
261.77
-
-
... More
Loading and unloading of boulders by manual means
B. Stone quantity
696.93
-
-
... More
Loading and unloading of cement or steel by manual means and stacking
115.1
-
-
... More
Cost of Haulage Excluding Loading and Unloading
A Sand Quantity as per statemaent -II
average lead as per statement I = 48 km
Rate @ Rs 48x6.8 = 326.4
370.84
-
-
... More
B Boulder Quantity as per statemaent -II
average lead as per statement I = 202 km
Rate @ Rs 202x6.8 = 1373.6
1045.39
-
-
... More
Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Cement Quantity as per statemaent -II
average lead as per statement I = 199 km
Rate @ Rs 199x6.8 =1346.4
115.1
-
-
... More
Repair to Br.no.121/2 at Kharukol (Repair to timber bridge)
Supplying fitting and fixing pile shoes made of 6 mm thick iron plate and 6 mm thick flat iron to shape as per dressing including fitting & fixing with bolts,nuts welding as necessary
64
-
-
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles including marking number in length at every 60cm and coaltering two coats,stagging derric installation etc.
(a) Portion above ground (handling)
(ii) Above 250 mm to 300 mm dia
400
-
-
... More
(b) Portion below ground as actually driven.
(ii) Above 250 mm to 300 mm dia
448
-
-
... More
Cost of sal wood round posts ( 30 cm dia)
848
-
-
... More
Extra for scarfing and joing piles (Jarul,nahar or sal) with bolts and nuts,20 mm dia MS flat iron etc.
56
-
-
... More
Labour for fitting and fixing iron works in R.S.Joist beams,angles,tees,channel bed plate etc.including cutting to sizes and drilling holes as necessary.
Sizes of R.S.Joist ( 600 x 210 ) mm
422.43
-
-
... More
Supplying fitting and fixing 1st.class sal wood works (undressed) in super-structure including supplying all fitting such as nails,bolts and nuts spikes etc.and including coaltering two coats complete
Bearing beam= 2.808 m3, Decking (L) = 4.785 m3, Decking (S) = 33.67 m3 ,T/way = 12.53 m3
53.79
-
-
... More
(b) Supplying fitting and fixing 1st.class local wood works (undressed) in super-structure including supplying all fitting such as nails,bolts and nuts spikes etc.and including coaltering two coats complete
24.48
-
-
... More
Repair to bridge approach
Embankment Construction with material obtained from borrow pits. Construction of embankment with approved material obtained from borrowpits with all lift and lead,transporting to site,spreading,grading of other structures graded and compacting etc.
6397.5
-
-
... More
Water bound macadam-Providing laying and compacting stone aggregates of specific sizes water bound macadam specification including spreading in uniform thicknessm etc.
(ii) Grading - II
(a) Using screening crushable type such as moorum of gravel etc.
75
-
-
... More
Loading and unloading of stone boulder/stone aggregates/sand etc. (Placing tipper of loading point,loading with front end loader,dumping,turming etc.)
75
-
-
... More
Cost of Haulage excluding (loading & Unloading)
surface= 1.5x 75.00 x 6.8
763.18
-
-
... More
Replacement of Timber Piles and Deckings of Bridge at Ch. 178.00 Km (Br.No. 179/1) in the State of Meghalaya
Supplying fitting and fixing pile shoes made of 6 mm thick iron plate and 6 mm thick flat iron to shape as per dressing including fitting & fixing with bolts,nuts welding as necessary
15
-
-
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles including marking number in length at every 60cm and coaltering two coats,stagging derric installation etc.
(a) Portion above ground (handling)
(II) Above 250 mm to 300 mm dia
75.5
-
-
... More
(b) Portion below ground as actually driven.
(ii) Above 250 mm to 300 mm dia
105
-
-
... More
Cost of sal wood round posts ( 30 cm dia)
180.5
-
-
... More
Extra for scarfing and joing piles (Jarul,nahar or sal) with bolts and nuts,20 mm dia MS flat iron etc.
10
-
-
... More
Labour for fitting and fixing iron works in R.S.Joist beams,angles,tees,channel bed plate etc.including cutting to sizes and drilling holes as necessary.
122.8
-
-
... More
Supplying fitting and fixing 1st.class sal wood works (undressed) in super-structure including supplying all fitting such as nails,bolts and nuts spikes etc.and including coaltering two coats complete
16.1
-
-
... More
Supplying fitting and fixing 1st.class local wood works including supplying all fitting and coal taring 2 coats complete
5.31
-
-
... More
Re-construction of SPT Subway Bridge due to damage of Bailey Bridge at 181st Km (Br.No.181/2) in the State of Meghalaya
Supplying fitting and fixing pile shoes made of 6 mm thick iron plate and 6 mm thick flat iron to shape as per dressing including fitting & fixing with bolts,nuts welding as necessary
8
-
-
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles including marking number in length at every 60cm and coaltering two coats,stagging derric installation etc.
(a) Portion above ground (handling)
(II) Above 250 mm to 300 mm dia
27.2
-
-
... More
(b) Portion below ground as actually driven.
(ii) Above 250 mm to 300 mm dia
56
-
-
... More
Cost of sal wood round posts ( 30 cm dia)
83.2
-
-
... More
Labour for fitting and fixing iron works in R.S.Joist beams, angles, tees, channel bed plate etc.including cutting to sizes and drilling holes as necessary.
63.86
-
-
... More
Supplying fitting and fixing 1st.class sal wood works (undressed) in super-structure including supplying all fitting such as nails,bolts and nuts spikes etc.and including coaltering two coats complete
10.16
-
-
... More
Supplying fitting and fixing 1st.class local wood works (undressed) in super-structure including supplying all fitting such as nails,bolts and nuts spikes etc.and including coaltering two coats complete
2.27
-
-
... More
(Repiar to 9 Nos. Bailey Bridge No. 173/4, 174/4, 181/2, 183/9, 184/5, 190/1, 201/7, 202/4 & 203/5 by replacing damaged and missing parts) in the state of Meghalaya.
Supply, transportation and launching of extra width Bailey bridges of various span of 40R Load class (As per Quotation from Essen Fabrication Pvt. Ltd. = 463728.20) of 2.50 Tonne (Lumpsump Rate =Rs. 463728.20)
1
-
-
... More
Loading and Unloading of Cement or Steel by Manual Means and stacking.
A) Steel structural Quantity as per Annexure-2 of Quote from Essen Fabrication Pvt. Ltd.
2.5
-
-
... More
Cost of Haulage excluding loading and unloading
quantity = 2.5 ton x distance = 947.50 t/Km
B) Distance = 379.00 Km
947.5
-
-
... More
(Re-construction of Slab Culvert of 6.00 m Span at Ch. 110.500 Km)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I). Ordinary Soil
A). Manual means
(i) Upto 3 m depth
468.37
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I) PCC Grade M-15
18.62
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
III) P.C.C. grade M 20
38.94
-
-
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
58
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
For height upto 5 m
II) P.C.C. grade M 20
62.93
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III) Random Rubble Masonry
(i) In 1:3 cement mortar
19.58
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III) Random Rubble Masonry
(i) In 1:3 cement mortar
49.71
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.56
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II) R.C.C M 25
(i) For solid slab super-structure
7.85
-
-
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
-
-
... More
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
I) Random rubble masonry
2.45
-
-
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
168.11
-
-
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
59
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I) Granular Material
110.5
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
2.4
-
-
... More
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
13.6
-
-
... More
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
A) Stone/Boulder Quantity
288.58
-
-
... More
B) Chips Quantity
118.04
-
-
... More
Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
C) Sand Quantity
86.26
-
-
... More
Loading of Cement by manual means including a lead upto 30 m
D) Cement Quantity
56.92
-
-
... More
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
A) Stone/Boulder Quantity as per Statement - I
average lead as per Statement - II = 199.5 km
Rate @ Rs 1x16.4+0x13+199.5x6.8
432.87
-
-
... More
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
B) Chips Quantity as per Statement - I
average lead as per Statement - II = 109.5 km
Rate @ Rs 1x16.4+0x13+199.5x6.8
177.06
-
-
... More
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
C) Sand Quantity as per Statement - I
average lead as per Statement - II = 76.5 km
Rate @ Rs 1x16.4+0x13+31x6.8
140.17
-
-
... More
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
D) Cement Quantity as per Statement - I
average lead as per Statement - II = 314.5 km
Rate @ Rs 1x16.4+0x13+215x6.8
56.92
-
-
... More
Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
A) Stone/Boulder Quantity
288.58
-
-
... More
B) Chips Quantity a
118.04
-
-
... More
Unloading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
C) Sand Quantity
86.26
-
-
... More
Unloading of Cement by manual means including a lead upto 30 m
56.92
-
-
... More
(Construction approaches of Slab Culvert of 6.00 m Span at Ch. 110.500 Km)
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)
63
-
-
... More
Construction of Shoulders (A. Earthen Shoulders)
45
-
-
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse graded 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)
ii) for grading- II Material
54
-
-
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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) Manual Means
(II) Grading-II (a) Using Screening Crushable type such as Moorum or Gravel
15.75
-
-
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(III) Grading-III (a) Using Screening Crushable type such as Moorum or Gravel
31.5
-
-
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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 of 0.60 kg/sqm using mechanical means.)
420
-
-
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Providing and applying tack coat with bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom.
420
-
-
... More
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.)
(I) Case I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour
420
-
-
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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)
(i) Case-I: Type-A
420
-
-
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Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
B Boulder/GSB Quantity as per statement - I
C Chips Quantity as per statement - I
146.61
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Loading and Unloading of Cement or Steel by Manual Means and stacking.
( ii ) Bitumen
1.36
-
-
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Cost of Haulage Excluding Loading and Unloading
A Boulder/GSB Quantity as per statemaent - I
average lead as per statement - II = 195 km
Rate @ Rs 0x16.4+1x8.10+182x6.8 = 1245.7/-
197.24
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B Chips Quantity as per statemaent - I
average lead as per statement - II = 195 km
Rate @ Rs 0x16.4+1x8.10+182x6.8 = 1245.7/-
22.68
-
-
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Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Bitumen Quantity as per statemaent - I
average lead as per statement - II = 199 km
Rate @ Rs 0x16.4+1x8.10+201x6.8 = 1374.9/-
1.36
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-
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(Construction of Retaining wall at 108.595th Km (7.00m) and 108.608 km (7.00 m) of NH-62 in the state of Meghalaya)
Excavation for structures(Earthwork 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 a
(I) ordinary soil
A) manual means
(i) upto 3 m depth
67.2
-
-
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stone masonry work in cement mortar 1:6 for R/wall, B/wall, substructure complete as per drawing and technical specifications
A Random Rubble Masonry
Breast wall
Guard wall
171.88
-
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
cc base
12.77
-
-
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Backfilling behind abutment, wingwall and return wall complete as per drawing and technical specification
Granular materials
R/Wall
46.2
-
-
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Providing weephole
R wall
24
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-
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Embankment construction with material deposited from borrow pit
R wall
147
-
-
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Plastering with cement mortar (1:3) on brick work in sub-structures as per technical specifications
R wall
Guard wall
186
-
-
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Loading and unloading of stone boulder / stone aggregates/sand/kankar/moorum.(placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.)
A. Sand Quantity
95.91
-
-
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B. Stone quantity
Loading and unloading of boulders by manual means
252.97
-
-
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Loading and unloading of cement or steel by manual means and stacking
42.61
-
-
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Cost of Haulage Excluding Loading and Unloading
A Sand Quantity as per statemaent -II
average lead as per statement I = 48 km
Rate @ Rs 48x6.8 = 326.4
136.76
-
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B Boulder Quantity as per statemaent -II
average lead as per statement I = 202 km
Rate @ Rs 202x6.8 = 1373.6
379.46
-
-
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Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Cement Quantity as per statemaent -II
average lead as per statement I = 199 km
Rate @ Rs 199x6.8 =1346.4
42.61
-
-
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Clearance of Landslides at Different Chainages from Km 92/000 to 195/000
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
69922.82
-
-
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Re-Constrution of weak culvert no 195 by 4) in the State of Meghalaya.
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
(iii) Dismantling Stone Masonry (B) Rubble stone masonry in cement mortar.
43.2
-
-
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(ix) Removing all type of hume pipes and stacking within a lead of 1000 metres
including earthwork and dismantling of masonry works. (B) Above 600 mm to 900 mm dia
6
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-
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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.)
I) Ordinary soil
A) Manual Means
(i) upto 3 m depth
199.22
-
-
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PCC 1:3:6 in Foundation (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.)
9
-
-
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . b) 1200 mm dia
12.5
-
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A) PCC Grade M15
54.65
-
-
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B) PCC Grade M20
6.72
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications.
10.34
-
-
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material 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)
717.12
-
-
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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
239.04
-
-
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Construction of Shoulders (A. Earthen Shoulders)
45
-
-
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse graded 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)
ii) for grading- II Material
119.52
-
-
... More
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) By Manual Means
(II) Grading-II (a) Using Screening Crushable type such as Moorum or Gravel
34.86
-
-
... More
(III) Grading-III (a) Using Screening Crushable type such as Moorum or Gravel
69.72
-
-
... More
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 of 0.60 kg/sqm using mechanical means.)
464.81
-
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg per sqm on the prepared
bituminous/granular surface cleaned with mechanical broom.
464.82
-
-
... More
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.)
(I) Case I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hourt
464.8
-
-
... More
Seal coat ( Providing and laying seal coat sealing the voids in bitominous surface etc
(i) Case-I: Type-A
464.8
-
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete
surfaces)
2.56
-
-
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground
and confirming toIRC-79 and the drawings.)
20
-
-
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Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
A Sand Quantity as per statemaent - I
B boulder Quantity as per statemaent - I
C Chips Quantity as per statemaent - I
415.17
-
-
... More
Loading and Unloading of Cement or Steel by Manual Means and stacking.
(i) Cement Quantity as per statemaent - I
(ii) Bitumen Quantity as per statement - I
21.19
-
-
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Cost of Haulage Excluding Loading and Unloading
A Sand Quantity as per statemaent - I
average lead as per statement - II = 11 km
51.45
-
-
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B Boulder Quantity as per statemaent - I
average lead as per statement - II = 106 km
455.15
-
-
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C Chips Quantity as per statemaent - I
average lead as per statement - II = 106 km
120.1
-
-
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Cost of Haulage by truck excluding Loading and Unloading of construction materials like cement, steel and bitumen etc.from nearest factory/depot.
A Cement Quantity as per statemaent - I
average lead as per statement - II = 288 km
19.68
-
-
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B Bitumen Quantity as per statemaent - I
average lead as per statement - II = 288 km
1.51
-
-
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