PROVN OF BLACK TOP ACCESS ROAD NEAR SHELTER NO 843 AND BEHIND SHELTER NO. 829 AND BLACK TOP ACCESS ROAD WITH CULVERT NEAR STN ALFA MESS UNDER GE PANAGARH

Amount

THIS BOQ CONTAINS OF THREE WORKS CLUBBED UP FOR SIMILAR NATURE OF WORK AS BELOW: - Part -I (Provn of black top access road near shelter No 843) Part -II (Provn of black top access road with culvert near Stn Alfa Mess under GE Panagarh) Paer-III (Provn of road behind shelter No. 829 under GE) [Quantity of same nature of works pertains to Part-II & Part-III are clubbed up with relevant items of Part-I. Bidders shall note the above aspects while quoting of tender in respect of location of work]

(A) ROAD

Excavating over areas in soft/loose soil, not exceeding 1.50 m deep and getting out for road work to required slope, gradient, camber & super elevation, complete all as specified and directed. [Note : Total Qty : 500.00 (Road Part-I) + 15.00 (Culvert Part-I) + 450.00 (Road Part-II) + 8.00 (Culvert Part-II) + 500.00 (Road Part-III) + 8.00 (Culvert Part-III) = 1481.00]

M&L 600mm thick (laying in layers n.exc 100mm thick each) 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) laid in layers n.exc 100mm thick in each layer incl watering, ramming and compacted with vibratory / power roller of 8 to 12 tonne capacity at required camber and gradient to get minimum CBR value 20% and dry density 97% (min 95% proctor density), complete all as specified and directed. [Note : (i) Total Qty : 90.00 (Part-I) + 90.00 (Part-II) + 88.00 (Part-III) = 268.00 (ii) Rate shall be quoted by the bidders for full 600mm thick and measured as one composite layer after rolling. (iii) Test report of CBR, Dry Density & Proctor Density of compacted soil shall be submitted for claiming of payment. (iv) Road Roller Register shall be prepared to keep record of rolling hours and shall be submitted before claiming payment. (v) Stack measurement shall be entered in MB of fly ash, klinker and stone dust separately.]

M&L SOLING (or Sub base) of 200mm thick spread thickness laid in two layers of 100mm each with broken boulders or quarried stone of size 100mm to 50mm, 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. [Note : Total Qty : 90.00 (Part-I) + 90.00 (Part-II) + 88.00 (Part-III) = 268.00]

M&L, laying and compacting total 250mm compacted thickness (laid in three layers 1st layer of 100mm thick and 2nd & 3rd 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 materialsa 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) Total Qty : 90.00 (Part-I) + 90.00 (Part-II) + 88.00 (Part-III) = 268.00 (ii) The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013. (iii) 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. (iv) Lorry no & qty brought at site of WMM materials shall be entered in MB as "Not to be abstracted" before execution of work. (v) 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. (vi) 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.]

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 after cleaning of existing surface, complete all as specified and directed. [Note : Total Qty : 90.00 (Part-I) + 90.00 (Part-II) + 88.00 (Part-III) = 268.00]

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) Total Qty : 67.50 (Part-I) + 67.50 (Part-II) + 66.00 (Part-III) = 201.00 (ii) Work shall be executed after approval of design mix of bituminous macadam by GE. (iii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iv) Payment shall be made to Contractor after submission of approved design mix, bitumen extraction report, Road Roller register & calibration report. (v) Exact qty of binder to be used shall be ascertained by Design Mix. (vi) 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 (vii) Course aggregate's physical property as per MoRTH table 500-6 & mixing of all aggregates as per table 500-7 of MoRTH. (viii) 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.]

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.

Item No. 1.08 Contd.... [Note : (i) Total Qty : 90.00 (Part-I) + 90.00 (Part-II) + 88.00 (Part-III) = 268.00 (ii) Work shall be executed after approval of design mix of mastic asphalt by GE. (iii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iv) Payment shall be made to Contractor after submission of approved design mix, bitumen extraction report & calibration report. (v) Exact qty of binder to be used shall be ascertained by Design Mix. (vi) Unit rate quoted by bidder shall inclusive of testing charges as indicated above & as per MoRTH.]

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 CRYSTALEX 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 : 50.00 (Part-I) + 100.00 (Part-II) + 50.00 (Part-III) = 200.00]

M&L Moorum/ red bajri filing in floors or pavings of spread thickness of 10cm thick, spread, levelled and rolled including watering using vibratory roller of capacity 8 to 12 tonne static weight and consolidated & compacted to required gradient and camber & compacted 88% to 90% of maximum dry density at optimum moisture content, complete all as specified and directed. [Note : (i) Total Qty : 45.00 (Part-I) + 70.00 (Part-II) + 45.00 (Part-III) = 160.00 (ii) Stack measurement of moorum to be entered in MB as "Not to be abstracted" for claiming of payment.]

S&F in repairs 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 : (i) Total Qty : 30.00 (Part-I) + 15.00 (Part-II) + 30.00 (Part-III) = 75.00 (ii) 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.]

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. [Note : Total Qty : 41.00 (Part-I) + 36.00 (Part-II) + 40.00 (Part-III) = 117.00]

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 : 16.00 (Part-I) + 21.00 (Part-II) + 15.00 (Part-III) = 52.00]

Removing excavated material obtained from item No. 1.02 exceeding 250m but not exceeding 500m and depositing where directed including spreading and levelling to a true surface, complete all as specified and directed. [Note : Total Qty : 500.00 (Part-III) = 500.00]

(B) CULVERT

M&L Moorum/ red bajri filing in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and directed. [Note : Total Qty : 3.00 (Part-I) + 2.00 (Part-II) + 2.00 (Part-III) = 7.00]

M&L broken stone/boulders hard core gauge n.exc 63mm deposited, spread and levelled in layers n.exc 150mm thick, watered and rammed to a true surfaces complete all as specified and directed. [Note : Total Qty : 3.00 (Part-I) + 2.00 (Part-II) + 2.00 (Part-III) = 7.00]

M&L 75 mm thick cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete including side of and bedding of hume pipes etc., complete all as specified and directed. [Note : Total Qty : 3.00 (Part-I) + 2.00 (Part-II) + 2.00 (Part-III) = 7.00]

M&L reinforced concrete M-25 Design mix using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc., basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. [Note : Total Qty : 3.00 (Part-I) + 2.00 (Part-II) + 2.00 (Part-III) = 7.00]

M&L 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. [Note : Total Qty : 247.00 (Part-I) + 246.00 (Part-II) + 250.00 (Part-III) = 743.00]

M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface of concrete, complete all as specified and directed. [Note : Total Qty : 13.00 (Part-I) + 13.00 (Part-II) + 13.00 (Part-III) = 39.00]

S&F Reinforced concrete pipes of 600mm dia, class NP2, laid and jointed complete with collars, complete all as specified and directed. [Note : Total Qty : 5.00 (Part-I) + 5.00 (Part-II) + 5.00 (Part-III) = 15.00]

M&L Plain cement concrete type B1 (1:2:4) using 20mm 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. [Note : Total Qty : 5.00 (Part-I) + 6.00 (Part-II) + 6.00 (Part-III) = 17.00]

M&L brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in Cement Mortar 1:4, complete all as specified and directed. [Note : Total Qty : 0.50 (Part-I) + 0.50 (Part-II) 0.5 (Part-III) = 1.50]

M&L Rendering 15mm thick in Cement Mortar 1:4 using liquid waterproofing compound as per manufacturer instruction on fair faces of brick work or concrete surfaces of wall finished fair and even, complete all as specified and directed. [Note : Waterproofing compound shall be measured and paid separately.] [Note : Total Qty : 5.00 (Part-I) + 5.00 (Part-II) + 5.00 (Part-III) + 15.00]

Supply only liquid water proofing compound, complete all as specified and directed. [Note : Total Qty : 1.00 (Part-I) + 1.00 (Part-II) + 1.00 (Part-III) = 3.00]

M&L preparation on new plastered surface of brick or concrete surfaces etc and applying two coats of cement base paint over a coat of primer etc., complete all as specified and directed. [Note : Total Qty : 5.00 (Part-I) + 2.00 (Part-II) + 2.00 (Part-III) = 9.00]

Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil, complete all as specified and directed. [Note : Total Qty : 3.00 (Part-I) + 2.00 (Part-II) + 3.00 (Part-III) = 8.00]

Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed. [Note : Total Qty : 500.00 (Road Part-I) + 12.00 (Culvert Part-I) + 450.00 (Road Part-II) + 6.00 (Culvert Part-II) + 5.00 (Culvert Part-III) = 973.00]

UNIVERSAL TRADING (BID ID -3395584)

NEW JUPITER CONSTRUCTION (BID ID -3396231)