REPAIR / MAINTENANCE TO CERTAIN ROAD INCLUDING ROAD FURNITURE IN GRC AREA-I UNDER GE KAMPTEE.

Amount

Repair to pot holes any depth, n. exc. 1 sqm each including sweeping with mechanical equipment and making the surface free from dust and mud or water, scoring sunken surfaces in roads, paths, etc.. by using pressure air, cutting around edges to atleast 25 mm in depth making good by applying tack coat at 5 kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 Sqm, blinded with 0.09 cum of stone chippings of 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exc. 30 mm using paving bitumen, complete all as specified and as directed.

Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with mechanical equipment, to remove all loose dirt etc. complete and applying evenly a priming/tack coat with bituminous primer over black top surface at 5 kg per 10 sqm using paving bitumen grade VG-10 on blacktop surface using mechanical sprayer and providing premix asphaltic semi-dense concrete 30mm consolidated thickness with 5.5% binder content (paving bitumen any penetration of grade VG-30) by weight of total mix and 2 % cement filler, rolled and compacted to required camber and gradient , using 8 to 10 tonne power roller complete all as specified ans directed. Note: The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler.

Material and Labour for applying evenly a priming/tack coat with bituminous primer over black top surface at 5 kg per 10 sqm using paving bitumen grade VG-10 on blacktop surface using mechanical sprayer, complete all as specified and directed.

Material and labour for premixed bituminous macadam (consolidated thickness 75mm or less) using with 4% binder content (paving bitumen any penetration of Grade VG-30) by weight of total mix and rolled and compacted to required gradient and camber using 8 to 12 tonne power roller complete all as specified and as directed. Note: The work shall be executed by using hot mix plant & mechanical paver.

Material and labour for Preparation of road surface and applying thermoplastic reflective paint in marking of minimum 2.5mm thick single coat as in centre line and edge line road marking of 150/100 mm width using 'HOT MARK' thermoplastic modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonate inter fillers thermoplastic requirement for glass beads shall be the Table No 800.4 of MORTH specification including spraying of glass beads etc. all as per manufacture instructions and as specified and directed.

Surface dressing not exceeding 15cm deep including getting out in soft/loose soil for road side berms to required gradient, complete all as specified and as directed.

Supply and fixing in repairs PVC(SWR) pipes 110 mm bore single socketed in any length with rubber ring joints fixed to wall with necessary clamps at the location as directed, complete all as specified and as directed.

Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick (below or above ground level), complete all as specified and as directed.

Material and labour for crushed stone dust as in filling under flooring/ pavement, spread and levelled in layers not exceeding 15 cm thick, complete all as specified and as directed.

Material and labour for 60mm thick, rubber finish on top, M-35 grade, machine pressed precast concrete interlocking paver block of any shape and size as approved conforming to IS 15658-2006 laid, complete all as specified and as directed.

Material and labour for 80mm thick, rubber finish on top, M-40 grade, machine pressed precast concrete interlocking paver block of any shape and size as approved conforming to IS 15658-2006 laid, complete all as specified and as directed.

Material and labour for chequered cement concrete tiles 30 cm x 30 cm x 25mm thick with grey cement and no pigment, set, laid over and including 20mm thick screed bed or bedding layer in CM 1:6, jointed and pointed in neat cement slurry @ 3kg/ Sqm as in floor, complete all as specified and as directed.

Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregates) as in sub bases / pavings complete all as specified and as directed.

Material and labour for cement concrete 1 : 1.5 : 3, Type A-1 (using 20 mm graded stone aggregate) as in floor 75mm thick, concrete surface finished even and smooth without using extra cement, complete all as specified and as directed.

Material and labour for precast reinforced cement concrete 1 : 1.5 : 3 Type A-1 (using 20mm graded stone aggregate) as in landings, cover slabs for manholes etc. and similar articles with plain faces set in CM 1:4, complete all as specified and as directed.

Material & labour for Mild steel TMT bars 10mm dia and over, 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 as directed.

Material and labour for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade "B", complete all as specified and as directed.

Material and labour for precast cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) block of size 30 cm wide & 15 cm thick finished at top bull nosed shape and finished surface even and smooth (using coloured pigment) and jointed in CM 1:6 struck finished, as in kerb stone complete all as specified and as directed. Make: As approved by GE.

Material and labour for preparation of new or previously untreated surfaces of any description over 10 cm girth or width, not otherwise described and applying two coats of luminous paint over a coat of primer zebra pattern of as described on concrete surfaces, complete all as specified and as directed. Make: As approved by GE.

Material & Labour for moorum/ red-bajri as in road berms 100mm spread thickness for light wearing surface spread, rolled, consolidated to gradient and camber required , complete all as specified and directed.

Material & Labour for reinforced concrete pipe of 450mm bore, class NP-2, laid, jointed and tested complete with collars, complete all as specified and as directed.

Excavation over areas not exceeding 1.5 metre deep and getting out in soft/loose soil surface complete all as specified and as directed.

Returning filling in, including spreading, leveling watering and well ramming in layers not exc 25 cms thick by using excavated soil all as specified and as directed.

Removing excess excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point all as specified and as directed.

Demolition of brick work or stone/boulder masonry built in cement mortar including ashlar facing dressed stone and pre-cast concrete articles complete all as specified and as directed

Material and labour for brick work using fly ash bricks (old size) straight or curved on plan exc 6 mtr mean radius built in CM 1:6 complete all as specified and as directed.

Material and Labour for PCC 1 : 3 : 6 Type C-1 (using 20 mm graded stone aggregate), as in coping of poles, including necessary form work weathering slightly or chamfered angles, throuting exposed surfaces finished even and fair complete all as specified and as directed.

Material and Labour for rendering 15 mm thick in CM 1:4 on fair faces of brick masonry or concrete surfaces, finished even & smooth without using extra cement complete all as specified and as directed.

Supply and fixing solar road delineator 6 LED's of colour red/ yellow housed in plastic body, LED's solar cells, battery and light sensor well protected inside polycarbonate sheet, device protected with powder coated wire mesh cage, system mounted over 47 mm dia steel tube powder coated of length 600 mm having sheet foot for firm grip to ground delineator to have additional reflective bands, system workable for 2-3 days (nights) adter full charge for 8-10 hours complete all as specified and as directed.

Supply and fixing solar road stud having 3 LEDs of colours unbreakable poly carbonate shell & clear facings designated for maintenance free operation 100 % water proof design confirms to IP67, Dimension 125 x 125 x 25 mm with dual shank of 65 mm High efficiency mono- crystalline solar panel 3 V/ 120 mA, One Ni Mh LSD rechargeable battery (1.2 V / 800 mA) high temperature, Six super bright LEDs with 14,000 mcd, view distance upto 1000m, Flash rate 2 Hz or according to customers requirements, bearable weight 20 Tons, Colour: Red, Amber, Blue, Green and white, Working time 30 to 40 hours successively after the battery is fully charged. The electronic circuit is encapsulated with the battery in the body of solar stud, a non-invasive switch (optional) to avoid battery drainage during storage and transportation, Charging time: five to six hours/day, Working temperature: 40ᵒC - 75ᵒC, Lifetime: Three to five years, Easy installation, no maintenance, brightness sensitive auto-switch automatically turns on at night and turns off at dawn, high visibility LES's help ensure easy and safe night driving, ideal for highways, parking lots, roads and similar isolated or stand-alone traffice applications, Model No. DA 113, complete as per MORTH/ IRC specifications and manufacturers instruction, complete all as specified and directed.

Supply and fix aluminium road studs of size 100 x 100 x 20 mm with shank reflective , micro prismatic (red/ yellow/ white) with MS zink coated nails of size 12 mm dia and 120 mm long having both as sides (Dual direction) high impact ABC 3 Nos containing 7 heads each i.e. 42 heads in retro-reflector etc. complete all as specified and directed.

NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs.11,700.00 /- ]

M/s SHREE SAIBABA CONSTRUCTION

Bidder Name

M/s SHREE SAIBABA CONSTRUCTION

M/s KAMAL R AGRAWAL