Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date1 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 22,85,000
Costs
EMD
₹ 45,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDRB_8197_1Bid Award Id
ViewTender No
03/SAC/2018-19/DEWAS/DT. 28-01-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Repair of Pot Holes, Patch RepairProviding, laying and rolling of built-up-spray grout layer overprepared base consisting of composite construction of compactedcrushed coarse aggregates and key stone chips with applicationof bituminous binder after each layer, and with key aggregatesplaced on top of the subsequent layer to serve as a Baseconforming to the line, grades and cross-section specified,(number of layers of coarse aggregate shall be as per site
requirement).
26.71
-
3332
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 o 0.75 kg/sqm using mechanical means.) as per clause 502 of specifications
50.62
-
32
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
498.75
-
124
Providing and applying tack coat with catonic bitumen emulsion
(RS-1) using emulsion pressure distributor on the prepared
bituminous/granular surface cleaned with mechanical broom andas per relevant clauses of section-503 of specifications.5.2 (ii) 5.2.(ii)( 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated withprimer)
406.87
-
14
5.2 (i) @ 0.25 kg per sqm (normal bituminous surfaces)
7125
-
12
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.) Case - I: Mechanical method using Penetration grade Bitumen and HMP of
appropriate capacity not less than 75 tonnes/hour .
7125
-
110
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A and B seal coats) all complete as per clause 511 of specification Case - II : Type B (Providing and laying of premix sand seal coat with HMP ofappropriatecapacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size andpenetration bitumen of suitable grade.) all complete as per clause 511 of specification
7125
-
45
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
570
-
45
Construction of Shoulders with approved material/selected soil i/c excavation all lifts &leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of80 to 100 kN static weight to meet requirement as per relevant clause of 400.B Hard Shoulders (CBR value 12)
1336.5
-
181
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.
2.03
-
239
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. (i)Lime /cement concrete (B) cement concrete grade M-15 &M-20
4.55
-
342
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. as per relevant clauses of section 300 & 2100 in B Mechanical Means (i) Depth upto 3 m
86.83
-
58
PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409
6.13
-
3409
Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900
65.21
-
4353
Back filling behind abutment wing wall and return wall complete as per drawing and technical specification and as per relevant clauses 305 of specification and as per appendex 6 of IRC 78 (A) Granular material
87.44
-
880
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.
0.31
-
48936
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications C PCC Grade M20 (i) Height upto 5m
32.62
-
5396
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
100.65
-
144
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) 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(A) 1000mm dia
10
-
5668
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