SPECIAL REPAIR TO INTERNAL ROADS IN EPU AND PLANT WORKSHOP AND FROM BRAHMASTRA CHOWK TO TRINETRA CHOWK AT PMS UNDER GE PANAGARH

Amount

Sch A Part -I (SPECIAL REPAIR TO INTERNAL ROADS IN EPU AND PLANT WORKSHOP AT PMS UNDER GE PANAGARH)

Scarifying or picking gravelled macadam or bituminous macadam surfaces in area n. exc 400 sqm and depth exc 50 mm but not exceeding 100 mm deep by any means refer SSR Preambles of SSR IC-20043 (Scarifying include over and grading the broken up surface to the proper camber etc. as required), complete all as specified and directed. [Note : Total Qty : 122.00 (Part-I) + 240.00 (Part-II) = 362.00]

M&L SOLING (or Sub base) of 150mm thick spread thickness laid in two layers of 75mm each with broken boulders or quarried stone (size not exceeeding 150mm in any direction in length, width or height), interstices filled with smaller particles like rocks, soil or stone dust to filled up void between broken boulders, surface formed and rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed.

M&L, laying and compacting total 150mm compacted thickness (laid in two layers of 75mm thick each) Wet Mix Macadam (WMM) grading as per table 400-12 & 400-13 of MoRTH specifications for Road and Bridge Works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight till the density acheived at least 98% of the maximum dry density for the materials as as determined by the method outlined in IS : 2720 (Part-8) and consolidating to required gradient and camber, complete all as specified and directed. [Note : (i) The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013. (ii) Raw materials for work shall exclusively prepared for laying by latest calibrated WMM Plant. Valid Calibration Certificate of WMM Plant to be submitted to Engr-in-Charge before execution of work. No manual mixing of coarse aggregate are allowed. (iii) Lorry no & qty brought at site of WMM materials shall be entered in MB as "Not to be abstracted" before execution of work. (iv) Approved certificate of mixing properties of qty of WMM materials, Calibration Certificate of WMM Plant shall be obtained from GE before execution of work. Payment shall be made only after adherence to the same alongwith submission of vibratory roller register/ log book. (v) Unit rate quoted by bidder shall inclusive testing charges as above & as per MoRTH & no extra claim against testing charges shall be entertained later on.] [Note : Total Qty : 122.00 (Part-I) + 200.00 (Part-II) = 322.00]

Preparation of unsurfaced Water Bound Macadam (WBM)/ Wet Mix Macadam (WMM) surfaces by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust or dirt etc.,M&L & applying evenly a prime coat of Cationic Bitumen emulsion SS-1 conforming to IS : 8887 at a rate of application of 0.7 - 1.0 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for Road and Bridge Works 2013, using mechanical sprayer, complete all as specified and directed. complete all as specified and directed. [Note : Total Qty : 122.00 (Part-I) + 200.00 (Part-II) = 322.00]

M&L premixed bituminous macadam over primed surface of road using paving bitumen VG-30 & temperature as per table 500-1 & 500-2 of MoRTH & as per IS : 73, laid/rolled by 8 to 10 tonne capacity roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) including preparation of area before laying of Macadam with mechanical paver, binder contents of premixed macadam shall be 4% by weight of total mix (Design Mix), complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of bituminous macadam by GE. (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, bitumen extraction report, Road Roller register & calibration report. (iv) Exact qty of binder to be used shall be ascertained by Design Mix. (v) Minimum 4% binder shall be used. However, in case more than 4% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to dept (vi) Course aggregate's physical property as per MoRTH table 500-6 & mixing of all aggregates as per table 500-7 of MoRTH. (vii) Unit rate quoted by bidder shall inclusive testing charges as above & as per MoRTH & no extra claim against testing charges shall be entertained later on.] [Note : Total Qty : 122.00 (Part-I) + 248.00.00 (Part-II) = 370.00]

M&L & applying evenly a tack coat of Cationic Bitumen emulsion of RS-1 conforming to IS : 8887 at a rate of application of 0.2 - 0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for Road and Bridge Works 2013, using mechanical sprayer after cleaning of existing surface, complete all as specified and directed. [Note : Total Qty : 122.00 (Part-I) + 330.00.00 (Part-II) = 452.00]

M&L Bituminous premix semi dense asphaltic concrete, 40mm (average) consolidated thickness with minimum 5.5% binder with paving bitumen (VG-30) [Mix Design criteria as per SSR Part-I Clause 20.B.2.11, or as per MoRTH by Marshal method (Ref table 500-12 to 500-16)] coarse aggregate, fine aggregate, filler cement (OPC - 43 Gde) as per recommendation of design by weight of total mix from hot mix plant, rolled by with 8 to 12 tonne vibrating (tandom) road roller to confirm uniform surface and compacted to required camber and gradient, complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of semi dense asphaltic concrete by GE. (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report. (iv) Exact qty of binder to be used shall be ascertained by Design Mix. (v) Minimum 5.5% binder shall be used. However, in case more than 5.5% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to dept. (vi) All testing charges shall include in unit rate quoted by bidder.]

M&L preparing bituminous surfaces of road by cleaning and preparing the road surface and making good the road marking location and marking / applying 2.5 mm thick white or golden yellow reflective hot thermoplastic road marking paint (Hot application) for centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements confirming to BS 3262-1989 laid down through modern propelled road marking machine in a layer of paint with special applicator machine through modern propelled road marking machine in a layer all as per manufacturers instruction and use of all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, interfiller thermoplastic required for glass beads per sqm by incorporating the white/ yellow beads for reflectivity in 100 mm width, complete all as specified and directed. [Note : Total Qty : 118.00 (Part-I) + 150.00 (Part-II) = 268.00]

S&F in repairs sparkle Solar Road Studs unbreakable made out of Acrylonitrile Butadiene Styrene (ABS) materials and weather proof Aluminium Alloy shell di-cast housing mat finished anti twisted ribs on the bottom anchor of size 125mm x 125mm x 25mm (including shank 65mm) both side reflector, and solar battery 1.2V 1600 MA (Mi-Cd) rechargeable solar panel 0.3 W light source 6 pcs super bright LED with stem in replacement with automatic dark to dawn solar suit, view distance upto 10000 to 18000 mcd (milicandela), bearable weight 10 tonne (approx) with bright LEDs as light source complete with integrated battery, sensor optics and solar cell to ensure enerty saving stand along operations including one steel pipe of 8mm dia and 50mm long and 2 component epoxy (hardener & resin), quartz sand for fixing the road stud surface, complete all as specified and directed. [Note : Total Qty : 23.00 (Part-I) + 22.00 (Part-II) = 45.00]

Excavating in trenches in any type of soil n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan n exc 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and directed. [Note : Total Qty : 77.00 (Part-I) + 675.00 (Part-II) = 752.00]

M&L Moorum/ red bajri filing in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rolled including watering & compacted 98% of maximum dry density at optimum moisture content, complete all as specified and directed. [Note : Stack measurement of moorum to be entered in MB as "Not to be abstracted" for claiming of payment.]

Removing excavated materials of soil not exceeding 50m and depositing where directed at a level not exceeding 1.50m above the starting point, complete all as specified and directed.

M&L old size brick work with fly ash bricks straight or curved on plan exc 6m mean radius build in Cement Mortar 1:4 including demolition of old unserviceable brickwork, complete all as specified and directed.

All as per item No. 1.13 here in before except bricks, complete all as specified and directed.

M&L Plain cement concrete in 1:3:6, type C-1 (using 20 mm graded stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

Extra for forming 30 cm inner girth fair finished drains or channels i.e exc 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

M&L RCC (Nominal mix) type M-25 (using 20mm stone graded aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

Use and waste of flat surface of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) with fair finished surfaces complete all as specified and directed.

S&F Mild steel TMT bars 10mm dia and over upto cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed.

M&L Plain cement concrete type B0 (1:2:4) using 12.5mm graded stone aggregate as in base, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets, kerbs not provided for in water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including side of and bedding of hume pipes etc., complete all as specified and directed.

M&L Rendering 15mm thick in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces and wall finished fair, even & smooth, complete all as specified and directed.

S&F Reinforced concrete pipes of 200mm dia, class NP2, laid and jointed complete with collars, complete all as specified and directed.

Sch A Part -II (SPECIAL REPAIR TO ROAD FROM BRAHMASTRA CHOWK TO TRINETRA CHOWK AT PMS UNDER GE PANAGARH)

M&L rolling and consolidating road formation sufaces in cutting with 8 to 12 tonne power roller complete all as specified and directed.

Removing excavated material of soil exceeding 500m and upto total distance of 1.50 km from the starting point, complete all as specified and directed.

M&L of mixed materials with mix of fly ash, clinker & stone dust in proportion of 1:3:6 (i.e. 10% fly ash, 30% clinker and 60% stone dust) in layers not exceeding 100mm thick incl watering, ramming and compacted with vibratory / power roller of 8 to 10 tonne capacity at required camber and gradient to get min 95% proctor density, complete all as specified and directed. [Note : (i) Rate shall be quoted by the bidders for full thick and measured as one composite layer after rolling. (ii) Test report of Proctor Density of compacted soil shall be submitted for claiming of payment. (iii) Road Roller Register shall be prepared to keep record of rolling hours and shall be submitted before claiming payment. (iv) Stack measurement shall be entered in MB of fly ash, klinker and stone dust separately (v) All test report charges included in quoted rate. No extra claim shall be entertained later on. Bidder shall note these aspect while quoting the bid.]

M & L and compacting 150 mm thick (spread thickness laid in two layers of 75mm thick each) granular sub base course (GSB) grading as per grade I as specified Table 400-1 of MoRTH specification for road and bridge work 2013 in two equal layer over compacted subgrade with natural sand crushed gravel, crushed stone, crushed slag or combination as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per table 900-1 of MoRTH specification for road and bridge works 2013 complete all as specified and as directed by engineer in charge. [Note : (i) Rate shall be quoted by the bidders for full 150mm thick and measured as one composite layer after rolling. (ii) Test report of CBR, Dry Density & Proctor Density of compacted soil shall be submitted for claiming of payment. (iii) Log book of Road Roller shall be prepared to keep record of rolling hours and shall be submitted before claiming payment duly signed by Engr-in-Charge and Contractor. (iv) Stack measurement shall be entered in MB of fly ash, klinker and stone dust separately (v) Stone shall be obtained from approved quarries/ source before material procurement.]

M&L, applying 25mm thick mastic asphalt consisting of an intermate homogeneous mixture of mineral filler, well graded fine and coarse aggregate, industrial grade bitumen meeting the requirement given in table 500-39 of MoRTH, coarse, fine, filler aggregates shall be as per MoRTH table 500-06, 500-40, 500-41 & prepared by using Mastic cooker, as mentioned in SSR Part-I/ MoRTH specification, quantity of bitumen in the range of 14% to 17% of total mix (without coarse aggregate) as indicated in Table : 500-42 of MoRTH cooked at 170 degree to 210 degree centigrade laid hot in temperature 175 degree to 210 degree centigrade trowelled and floated by means of wooden float laid, bitumen mastic after spreading and while still hot in plastic condition shall spread over with bituminous precoated hard fine aggregate of size 9.5mm or 13.5mm @ 0.005 Cum per 10 Sqm and at an approximate spacing of 10cm centre to centre in both direction, poured into surface when the temperature of surface is not less than 100° C, protruding 3mm to 4mm over mastic surfaces as per clause 515 of MoRTH , mixed with 0.17 Kg per 10 Sqm of bitumen of VG-30 meeting the requirement of IS for anti skidding including all material, labour, tools and plants and over & including a tack coat of rapid setting cationic bitumen emulsion RS-1 conforming to IS : 8887 at a rate of application of 0.2-0.3 Kg/Sqm on bituminous surface ensuring the surface is clear & free from loose materials as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer over prepared base as per Design Mix of IRC-107-2013 after cleaning of existing surface complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of mastic asphalt by GE. (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, bitumen extraction report & calibration report. (iv) Exact qty of binder to be used shall be ascertained by Design Mix. (v) Unit rate quoted by bidder shall inclusive of testing charges as indicated above & as per MoRTH.]

S&F in repairs Cat Eyes pavement marker two way reflective of minimum size (100 to 110)mm x (100 to 130)mm x (24 to 30) mm with aluminium alloy body with micro prismatic lens type technology with reflective lens to be fixed epoxy resin adhesive after cleaning the surface and reflective panels Amber/Red/White the help adhesive and screws, complete all as specified and directed.

S&F metal retro-reflective Tubular Delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe/ post of 1010 mm height duly powder coated (minimum 40 micron) and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including supply and providing of embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1, complete all as specified and directed. [Note : Delineators shall be made from Class-C full cube corner, micro-prismetic, non metallic, retro-reflective sheets, should meet the reflective value requirement of type XI sheeting specifications as per IRC-67 & meeting the Co-efficient of retro-reflection values as per ASTMD 4956 table specification.]

M&L fly ash old size continuous brick edging, with width equal to the width of the brick, laid on end vertically, on edge complete all as specified and directed.

Dismantling of Stone slabs and tiles of any description or thickness in floors laid in dry and ponted etc. complete all as specified and directed.

NEELAM DINESH CONSTRUCTION CO (BID ID -3471315)

M/S KANCHAN KANTI BAKSI (BID ID -3470379)