Public Works Roads Department Tender
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Costs
EMD
₹ 60,20,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_18948_1Bid Award Id
ViewTender No
CE/BR/21/2020-21/08/1Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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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
105
-
248.6
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Removal of Telephone / Electric Poles and each 164.00 Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking serviceable materials and unserviceable materials separately.)
365
-
185.32
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 100 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres)
5069.32
-
94.92
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
46183.13
-
12.43
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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 requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land
122005.96
-
268.94
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300- 2 )
5069.32
-
116.39
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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 (300-2)
(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land
12639.03
-
327.7
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Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method (Construction of granular subbase by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(iii) for grading-II Material
9167.56
-
2697.88
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Wet Mix Macadam (Providing, laying, spreading 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )
20830.23
-
4291.18
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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 1 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt.)
(ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )
71893.4
-
53.11
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Tack coat
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.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (II) With Bitumen emulsion CSS-1 (IS:8887-2004) (c)Granular surfaces treated with primer
71893.4
-
14.69
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(B) with Polymer modified bitumen 70 (ii) for GradingII(19 mm nominal size)
5032.54
-
10587.54
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(II) with Polymer modified bitumen 70
(ii)for Grading-I ( 13 mm nominal size )
2156.8
-
11555.95
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(a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
22855
-
909.65
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( c) Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
636.68
-
10751.05
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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.
B. With Mechanical means
(b) with dewatering
(i) depth upto 3m
1278.79
-
85.88
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Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. II.With 1st class bedding of cc M-15 B. 1200 mm dia
110.6
-
236.17
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
24.7
-
5907.64
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
A. P.C.C grade M 15
Nominal mix (1:2.5:5)
530.56
-
6924.64
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.
1000 mm dia
140
-
9694.27
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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.
B. With Mechanical means
(b) with dewatering
(i) depth upto 3m
1009.98
-
85.88
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
21.18
-
7394.72
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Plain/Reinforced cement concrete, in open & 2100 foundation complete as per drawing and technical specification including steel shuttering formwork. (H) RCC Grade M35
Case II Using Batching Plant, Transit Mixer and Concrete Pump
210.24
-
9922.53
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe 500 D bar reinforcement in foundation complete as per drawing and technical specifications
(a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
12.86
-
88581.83
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork H.RCC Grade M35 a.height upto 5m case II With Batching Plant, Transit Mixer and Concrete Pump
247.17
-
10628.78
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
(a)TMT-IS 1786 ( Fe-500 D) Primary Producer tonne 78525.00
(TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
28.5
-
88733.25
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
45091.2
-
5.8
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Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification including steel shuttering formwork.
I.Without Plasticiser
A. RCC Grade M20
Case II Using Batching Plant, Transit Mixer and Concrete Pump
(ii)For T-beam & slab
(a)Height upto 5m
33.3
-
10955.35
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
(a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
6.19
-
90481.36
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
5.91
-
16451.67
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
45.15
-
2545.89
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Drainage Spouts complete as per drawing and Technical specification
6
-
10018.57
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.25
-
6781.13
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
(a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel or equivalent)
15.75
-
15197.37
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint
catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complianc to the manufacturer’s instruction for installation).
16.9
-
31369.93
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
10.5
-
14361.51
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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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)
I.Ordinary soil
a.Manual Means
2.16
-
283.63
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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.)
0.27
-
5907.64
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.
2.25
-
9023.05
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
5.18
-
160.46
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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
5.18
-
99.45
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Boulder apron laid in wire crates (Providingand laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
250
-
4751.65
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
645
-
2888.85
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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
A. Stone/Boulder
645
-
3574.19
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. A.Without plasticiser
(i) PCC Grade M15
129
-
7459.13
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.
( All the Steel work must be Tata/Sail/or any other approved brand)
(ii) 60cm equilateral traingle
129
-
4578.76
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.
( All the Steel work must be Tata/Sail/or any other approved brand)
(iii) 60cm circular
90
-
6098.61
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.
( All the Steel work must be Tata/Sail/or any other approved brand)
(vii)90cm high octagon
33
-
10751.95
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Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
6.3
-
14964.59
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
4927.2
-
989.88
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(i) 5th kilometre stone (precast)
2
-
4713.22
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(ii)Ordinary Kilometer stone (Precast)
12
-
2928.96
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(iv)200th meter stone (Precast)
55
-
777.44
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Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a “W” metal beam crasbarrier 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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
1094
-
4170.83
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
1239
-
281.37
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.
946
-
2898.45
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Tree Plantation : Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
140
-
745.8
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