PROVN OF ROAD FOR 10 X MT VEH PARKING SHED NEAR BLDG NO. P/8/489 OR MESS OF EME BN, BLACK TOP ROAD AT STOCKING WING AND BLACK TOP ROAD NEAR REAR GATE GUARD ROOM TO MAIN ROAD AND OTHER AREA OF INF DOU AT PMS UNDER GE PANAGARH

Amount

PART-I : ROAD FOR 10 X MT VEH PARKING SHED NEAR BLDG NO. P/8/489 OR MESS OF EME BN

Excavating over areas, n.exc 1.5 m deep and getting out in Soft/loose soil, complete all as specified and directed. [Total Qty : 375.00 (Part-I) + 1040.00 (Part-II) + 890.00 (Part-III) = 2305.00]

Removing excavated material n. exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point, complete all as specified and directed. [Total Qty : 375.00 (Part-I) + 1040.00 (Part-II) + 890.00 (Part-III) = 2305.00]

Rolling, watering as necessary and consolidating formation surfaces in filling by power roller exc 8 tonnes & n.exc 12 tonne capacity to required level, gradient and camber, complete all as specified and directed. [Total Qty : 150.00 (Part-I) + 115.50 (Part-II) + 99.00 (Part-III) = 364.50]

M&L total 300mm thick in three layers of each 100mm thick spread thickness in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (i.e. 10 % fly ash, 30 % clinker and 60% stone dust) including watering ramming and compacted with vibratory/ power roller at required camber and gradient, complete all as specified and directed. Note:- (i) Rate shall be quoted by the bidders for three layers 100mm each and measured as one composite layer of 300mm after rolling. (ii) Stack measurement of materials shall be entered in MB as "Not to be abstracted" before payment.

M&L total 150mm thick of 75 mm spread thickness each in two layers (spread thickness) Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber, complete all as specified and directed. [Total Qty : 150.00(Part-I)+115.50 (Part-II) + 99.00 (Part-III) = 364.50]

M&L laying and compacting total 150mm thick (compacted thickness) (in two layers of 75mm thick each) Wet Mix Macadam (WMM) grading as per table 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 mechanical/ sensor paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight 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) Work shall be executed exclusively with materials manufactured by latest calibrated WMM Plant. Calibration Certificate to be produced by Contractor before execution of work. (iii) Stack measurement of materials shall be entered in MB as "Not to be abstracted" before payment.] [Total Qty : 150.00 (Part-I) + 115.50 (Part-II) + 99.00 (Part-III) = 364.50]

Preparing of surfaces of unsurfaced Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and M&L & applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming 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. [Total Qty : 110.00 (Part-I) + 73.50 (Part-II) + 63.00 (Part-III) = 246.50]

M&L premixed bituminous macadam over primed surface of road using paving bitumen VG-30, laid/rolled by 8 to 12 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 ascertain by desing mix. (v) Minimum 4% of 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.] [Total Qty : 82.50 (Part-I) + 55.00 (Part-II) + 48.00 (Part-III) = 185.50]

M&L applying 25mm thick mastic asphalt consisting of an intermate homogeneous mixture of mineral filler, well graded fine and coarse aggregate industrial grade 85/25 meeting the requirements given in PS as per IRC-702 of bitumen as per IS : 73 of 2006 cooked at 170 degree to 200 degree centigrade laid hot 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 fine aggregate of size 20mm @ 0.005 Cum per 10 Sqm mixed with 0.17 Kg per 10 Sqm of bitumen grade 85/25 Industrial grade meeting the requirements given in PS as per IRC-702 for anti skidding including all material, labour, tools and plants and including over tack coat of VG-10 grade bitumen conforming to IS : 73 @ 0.3 - 0.4 Kg/Sqm on bituminous surface as specified in Table 500-5 of MoRTH Specification for Road & Bridge Works 2013 using mechanical sprayer over prepared base, as per Design mix IRC 107-2013, 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.] [Total Qty : 110.00 (Part-I) + 73.50 (Part-II) + 63.00 (Part-III) = 246.50]

M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. spread thickness 100 mm thick, and rolling including watering with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. [Total Qty : 40.00 (Part-I) + 21.00 (Part-II) + 18.00 (Part-III) = 79.00]

M&L & Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed. [Total Qty : 35.00 (Part-I) + 43.00 (Part-II) + 36.00 (Part-III) = 114.00]

M&L preparing bituminous surfaces of road by cleaning and preparing the road surface and making good the road marking location and marking / applying 2.5mm 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 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 beads for reflectivity in 100 mm width, complete all as specified and directed. [Total Qty : 50.00 (Part-I) + 52.60 (Part-II) + 45.00 (Part-III) = 147.60]

PART-II : BLACK TOP ROAD AT STOCKING WING OF INF DOU [Note : All Items are clubbed up with Sch 'A' Part-I Item No. 1.01 to 1.03 & 1.06 to 1.12 except below.]

M&L of 500mm thick in five layers of each 100mm thick (spread thickness) in pavings with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (i.e. 10% fly ash, 30% clinker and 60% stone dust) incl watering, ramming and compacted with vibratory/ power roller at required camber and gradient, complete all as specified and directed. Note:- (i) Rate shall be quoted by the bidders for five layers, 100mm each and measured as one composite layer of 500mm after rolling. (ii) Stack measurement of materials shall be entered in MB as "Not to be abstracted" before payment.]

S&F Cat's Eye pavement marker, two way reflective of minimum size 110mm x 128mm x 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 alongwith PAMA striplens reflector reflective panels, Amber/Red/White with the help of adhesive and screws, complete all as specified and directed. [Total Qty : 45.00 (Part-II) + 35.00 (Part-III) = 80.00]

M&L preparation of new surface of concrete or brick or stone surfaces etc. of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer, complete all as specified and directed. [Total Qty : 135.00 (Part-II) + 125.00 (Part-III) = 260.00]

PART-III : BLACK TOP ROAD NEAR REAR GATE GUARD ROOM TO MAIN ROAD AND OTHER AREA OF INF DOU [Note : All Items are clubbed up with Sch 'A' Part-I Item No. 1.01 to 1.03 & 1.06 to 1.12 and Sch 'A' Part-II Item No. 2.02 to 2.04 except below.]

M&L for 600mm thick in six layers of 100mm thick spread thickness in pavings 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) incl watering, ramming and compacted with vibratory/ power roller at required camber and gradient, complete all as specified and directed. Note:- (i) Rate shall be quoted by the bidders for six layers, 100mm each and measured as one composite layer of 600mm after rolling. (ii) Stack measurement of materials shall be entered in MB as "Not to be abstracted" before payment.]

D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED (BID ID -3185788)

NEW JUPITER CONSTRUCTION (BID ID -3179558)

UNITED BUILDERS (BID ID -3179708)