Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Eprocure
Opening Date30 Aug 2024
Closing Date20 Sep 2024
Tender Amount₹ 3,99,98,000
Costs
EMD
₹ 8,00,000Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38673_2Tender No
CE/DEV/TB/45/2024-25/06Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
Qty. as per Statement No. - 1
Rate as per SOR - 2016-17
1544.24
-
92.66
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land Rate as per SOR - 2020-21
Qty. as per Statement No. - 1
3787.52
-
339.68
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
ii) For Grading II Material
Qty. as per Statement No. - 2
Rate as per analysis -1
826.88
-
2840.82
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Rate as per analysis -1
2) Grading -II (A) By Manual Means
WBM-II Patches Qty as per Statement-3
561.27
-
4561.43
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3as per Technical Specification Clause 405.
Rate as per analysis -1
3) Grading –III (A) By Manual Means.
1799.44
-
4583.37
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
Ch. 0.00 to 3200.00m
24000
-
7.35
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
(i) Low Porosity
Rate as per F-8
18480
-
39.78
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Rate as per SOR 2020-21
15649.56
-
13.33
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.)
for Grading II (19 mm nominal size)
Rate as per Analysis-1
884.28
-
10207.56
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.) for Grading II (13 mm nominal size)Rate as per Analysis-1
465.8
-
11653.78
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local … Specification Clause 1703.
Qty. as per Statement No. - 4
ii) Ordinary Kilometer Stone (Precast)
4
-
2509.17
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local … Specification Clause 1703.
Qty. as per Statement No. - 4
iii) 200 m stone (precast)
16
-
667.27
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
Qty. as per Statement No. - 4
ii) 600mm equilateral triangle
20
-
3933.19
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
Qty. as per Statement No. - 4
iii) 600mm circular
12
-
5345.8
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
Qty. as per Statement No. - 4
vi) 600mm x 600mm square
8
-
7537.1
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
2
-
22277.78
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
816
-
566.13
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.
880
-
287.02
Utility Shifting
1
-
108480
Hume pipe culvert new Single row
Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom, back filling in trenches with excavated suitable materials.
(i) In ordinary soil (i) Up to 3 M Depth( Without dewatering)
351
-
127.69
Type B (First Class) Bedding (i)Laying (First Class) bedding on well compacted sand, moorum as per Clause
1105 (ii)
72
-
1315.32
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204PCC M15
31
-
6234.21
Stone Masonry work in cement morter in foundation complete as per drawing and Technical specifications Clause 702, 704, 1202 & 1203 in 1:4 cement mortar
161.35
-
4919
Stone Masonry work in cement morter in SubStructure complete as per drawing and Technical specifications Clause 702, 704, 1202 & 1203 II. In 1:4
80.6
-
5407.28
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.
(B) 1000 mm dia
120
-
7787.85
Plastering with cement morter (1:4) on brick work in sub-structure as per Technical specification.
306.35
-
146.41
Construction of CC Drains
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 ) Upto 3 m depth.
815.5
-
127.69
Foundation Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed stone.
II. P.C.C grade M 10 (Nominal Mix )
For CC drain
174.75
-
6036.57
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
III. PCC Grade M15(Nominal mix )
401.93
-
5894.19
Back filling behind abutement wing wall and return wall complete as per drawing and technical specification Clauses 613.4 & 1204 B) Sandy Materials
699
-
1822.69
Plastering with cement morter (1:4) 15mm thick on brick work in sub-structure as per Technical specification.
1980.5
-
146.41
RCC Guard Post:
Supplying, fitting and fixing RCC guard post 150cmlong erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top,curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective
band of desired shade etc. complete as per design and as directed.
(b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. At RCC Bridge no 9/1 &10/1 Both end
100
-
1324.36
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