Public Works Roads Department Tender
... More
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 8,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_PWD_10884_5Bid Award Id
ViewTender No
CE/Maint/SOPD/78/2018/14Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
640
-
12534.94
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
a) Initial and routine load test
471
-
374.55
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH section
16.56
-
6827.03
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH section 1100,1500 & 1700 B. RCC Grade M25(i) Using Concrete Mixer
232.32
-
8887.05
... More
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1600. (a) with other make ISI marked TMT bar
67.39
-
62966.4
... More
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 802,804,805,806,807,1202 and 1204 Using Concrete Mixer
RCC M-25 Grade (a). Height upto 5.00m
188.01
-
8556.77
... More
Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202. (TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
23.55
-
62966.4
... More
Providing weep holes in Brick masonry/ Plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications
43
-
346.18
... More
Back filling behind Abutment,Wing wall and Return Wall complete as per drawing and technical specification clause 1204.3.8 B.sandy Material
123.61
-
1477.77
... More
Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specifications to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
98.04
-
1972.63
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and clause 2005 of MORT & H Specifications complete including all accessories as per drawing and Technical Specifications as per MORTH section 1000,2000,2200
347490
-
1.15
... More
Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specifications at clause 800,1205 A. with crushed Stone. I. Using concrete mixture (B).R.C.C M-25 Grade (ii) For T-Beam Girder (a). Height upto 5.00m
343.5
-
8709.99
... More
Supplying, fitting and placing un-coated TMT bar reinforcement complete in superstructure complete as per drawing and technical specification as per MORTH section 1600.(TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.)
52.77
-
63922.07
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
42.41
-
12715.41
... More
Construction of pre-cast RCC railing of grade M30 Grade in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm levelling adequate space between vertical post of expansion, complete as per drawings and technical specifications.
164.93
-
1910.21
... More
Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised represantative ensuring compliance to the manufacturar's instructions for installation.
30
-
6678.34
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint complte as per drawing &Technical Specification
30
-
342.77
... More
Drainage spouts complete as per approved drawings and technical specifications.
18
-
7210.66
... More
SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 25/20 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt.
60
-
1362
... More
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 1302
A. Stone/Boulder
146.51
-
1531.68
... More
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications 1302
73.26
-
2007.36
... More
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each .
158.4
-
2472.26
... More
Approach Work
Clearing and grubbing road land including uprooting wild vegetation,grass,bushes,shurbs,saplings and trees girth upto300mm,removal of stumps of treees cut earlier and dispoeal of unserviceable materials and stacking of serviceable materials to be used auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201.(i) Manual Means (A) In area of non-thorny jungle
0.56
-
48405.82
... More
Construction of Embankment with approved Materials obtained form borrow pits with all leads and lifts, transporting to site, spreading grading to requirde slope and compacting to meet requirement of table 300-2(including land compensation of earth) as per drawing and technical specification, cl. 305.
8296.56
-
261.73
... More
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 (Qty as per earthwork statement)
3458
-
324.95
... More
Granular sub-base with well Graded Material (Table 400.1)(A) By Mix in Place Method.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.(ii) For Grading II material.(Qty as per Annexure)
648.94
-
2241.4
... More
Water Bound Macadam Sub-base/Base-II.Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macdam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density.A. By manual means (Qty as per Annexure) WBM-II
57.28
-
3678.63
... More
Water Bound Macadam Sub-base/Base-III.Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macdam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density.A. By manual means (Qty as per Annexure)
324.47
-
3703.14
... More
Providing and applying primer coat with bitumen emulsion (CSS-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.
381.88
-
31.67
... More
Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate of 0.20 -0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
381.88
-
9.76
... More
Providing,laying and rolling of open-graded premix carpeting of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
381.88
-
184.52
... More
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and crossfall using Type-A and B seal coats as per Technical Specification Clause 510.
381.88
-
73.2
... More
Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage.
3562.5
-
954.65
... More
Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable materail in ordinary soil (i)upto 3 m depth
106.34
-
115.77
... More
Laying Type A concrete cradle bedding with M 15 grade Cement Concrete as per clause 1105(i) (A) With Crushed Stone (ii) Nominal mix 1:2.5:5(Hand mix)
19.43
-
5798.83
... More
Plain Cement Concrete M 10 (1:3:6 Nominal mix) in levelling course below open foundation of Head walls as per drawing and technical Specification Clause 1109 (A) with Crushed Stone (ii) Hand mix 1:3:6
7.48
-
5947.51
... More
Plain Cement Concrete M 10 (1:3:6 Nominal mix) in levelling course below open foundation of Head walls as per drawing and technical Specification Clause 1109 (A) with Crushed Stone (ii) Hand mix 1:3:6
73.61
-
5947.51
... More
Providing and laying reinforced cement concrete pipe NP3for 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 Clause1106.(C)600 mm dia
15
-
3276.52
... More
Providing and laying reinforced cement concrete pipe NP3for 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 Clause1106.(B)1000 mm dia
15
-
7809.37
... More
Earthwork in excavation for structures as per drawing and technical specifications
348.96
-
115.77
... More
Plain/reinforced concrete in open foundations complete as per drawings and technical specifications.(B)With natural Gravel. P.C.C Grade M 10
20.16
-
5490
... More
Plain/reinforced concrete in open foundations complete as per drawings and technical specifications. (B)With natural Gravel. P.C.C Grade M 15
406.62
-
5413.16
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.(iv) 800mm x 600mm rectangular
1
-
6779.36
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements