Public Works Roads Department Tender
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Costs
EMD
₹ 1,41,25,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_18950_1Bid Award Id
ViewTender No
CE/BR/21/2020-21/08/2Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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Providing and constructing temporary island 16m diameter for construction of well foundation above 3m dia. well. B) Assuming depth of water 4.0 m and height of each island 4.5 m.
14
-
846130.44
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(C) Providing and constructing one span service road to reach island location from one pier location to another pier location
448
-
4037.49
... More
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
34.17
-
123492.05
... More
Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS- 9103-1999. (A) Well curb (iv) RCC grade M35, Case II: With Batching Plant, Transit Mixer and Concrete Pump
1128.42
-
12811.94
... More
Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS- 9103-1999. (B) Well Steining (vii) RCC grade M35, Case II: With Batching Plant, Transit Mixer and
Concrete Pump
13768.4
-
11744.09
... More
Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS- 9103-1999. (C) Bottom Plug (II) PCC grade M-25, Case-II: Using Batching Plant, Transit Mixer and Crane/concrete pump
2997.27
-
11043.49
... More
Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS- 9103-1999. (E) Top Plug (II) PCC grade M-20, Case-I
: Using Concrete Mixer
243.39
-
8437.71
... More
Plain/ Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS- 9103-1999. (F) Well cap, (iv) RCC M-35 grade, Case- II: Using Batching Plant, Transit Mixer and Concrete
Pump
1995.24
-
11254.8
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Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below Bed Level up to 3.0 m
42
-
10059.26
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Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond
3m upto 10m depth
98
-
13470.73
... More
Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m depth
140
-
17791.85
... More
Sinking of 9 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30 m (b) Adding 20% of cost for Kentledge including supports, loading arrangement and Labour .
98
-
40047.2
... More
Sinking of 11 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.(A) Sandy Soil (i) Depth below Bed Level up to 3.0 m
6
-
27959.59
... More
Sinking of 11 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.(A) Sandy Soi (ii) Beyond 3.0 m upto 10.0m depth
14
-
21853.07
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Sinking of 11 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.(A) Sandy Soi (iii) Beyond 10m upto 20m depth
20
-
28860.2
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Sinking of 11 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.(A) Sandy Soil (iv) Beyond 20m upto 30 m (b) For Sinking incl kentiledge
2
-
64962.57
... More
Sand Filling in Well complete as per Drawing & Technical Specification
10828.06
-
1636.24
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
661.84
-
88581.83
... More
Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (H) RCC Grade M35 (a) Height upto 5m, Case-II : With Batching Plant, Transit Mixer and Concrete Pump
2064.7
-
11744.09
... More
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 (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
492.15
-
88733.25
... More
13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material
1231.83
-
1604.6
... More
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
12000
-
821.51
... More
Supplying, fitting and fixing in position true to line and level cast steel roller bearing conforming to IRC: 83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
12000
-
709.64
... More
Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-structure as per drawing and Technical Specification’ including steel shuttering formwork. (II) With plasticiser ( Masterplast PL-1/SPL- 2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (E) PSC Grade M-40 Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab,(b) Height 5m to 10m
4966.98
-
14079.8
... More
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).
465.7
-
90481.36
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.
216.23
-
177672.16
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
434.7
-
16451.67
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Construction of precast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specifications
980.96
-
2612.56
... More
Drainage Spouts complete as per drawing and technical specifications
210
-
10018.58
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
8.99
-
6781.13
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b) TMT-IS 1786 ( Fe-500
D) Secondary Producer (ISI approved)
26.1
-
14884.36
... More
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 compliance to the manufacturer’s instruction for installation).
192
-
31369.93
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit (i) Girth from 300 mm to 600 mm
225
-
254.25
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Clearing Grass and Removal of Rubbish ( clearing grasss and removal of rubbish upto a distance of 50m outside the periphery of the area.)
0.24
-
17355.67
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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
51990
-
268.94
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Extra lead beyond initial lead of 3.0 Km.
51990
-
61.22
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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
1131.88
-
327.7
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Extra lead beyond initial lead of 3.0 Km.
1131.88
-
66.92
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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
1040.06
-
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 )
534.29
-
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 )
1954.27
-
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
1954.27
-
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)
136.8
-
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 )
58.63
-
11555.95
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(a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
365.75
-
909.65
... More
( c) Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
10.19
-
10751.05
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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.)
3490.52
-
5879.96
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
2534.07
-
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
7768.13
-
4702.5
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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
1013.63
-
7459.13
... More
Supplying, filling and laying in loose with Geotextile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (a) With Boat
330
-
353.69
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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
8
-
4578.76
... More
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
12
-
6098.61
... More
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
... More
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.
108.08
-
989.88
... More
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.)
400
-
4170.83
... More
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.
400
-
281.37
... More
Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m
high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)
120
-
21763.8
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, florescence and applying paint @ of 1 litre for 2 Sq.m. )
961.6
-
205.66
... 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.
22669.91
-
99.44
... More
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.
44
-
2898.45
... More
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
... More
Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depth of 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval. Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2 (two) each of Design & Drawing of each bridge to be bmitted for approval and 8 (eight) copies after approval of competent authority.
1
-
5850966.37
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