REPAIR/ MAINT OF ROAD AND ROAD SIDE FURNITURE OF CERTAIN ROAD IN AREA OF AGE B/R-I AND REPAIR/ MAINT OF ROAD AND ROAD SIDE FURNITURE IN MD/ OTM ACCN UNDER AGE B/R-II SAUGOR UNDER GE SAUGOR

Amount

Repair to pot holes exc 30 mm depth and area not exceeding 1.0 Sqm each including sweeping free from dust and mud or water, scoring sunken surface in roads, paths etc, cutting around edges to atleast 25 mm in depth making good by applying tack coat with bituminous primer (Using paving bitumen) of grade VG-10 @ 5 Kg per 10 Sqm, putting in including bituminous macadam well rammed and sealed with binder 9.8 Kg per 10 Sqm blended with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete.

M&L for preparing black top surface road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, and applying evenly a tack coat with bituminous primer (paving bitumen) VG-10 grade @ 5 Kg per 10 Sqm complete all as specified and as directed.

M&L for premix bituminous macadam by using paving bitumen of VG-30 grade binder with minimum 4% by weight of total mix laid, rolled and compacted to required gradient and camber for repair to road edge, depression, Speed breaker, Pot holes making level etc any thickness using vibratory power roller complete all as specified and directed.

M&L for Bituminious premixed semi-dense asphaltic concrete 30 mm consolidated thickness with paver with 5.5% binder content by weight of total mix (Using Paving bitumen of VG-30 grade) laid with mechanically paver and material transported in tipped (covered) rolled with vibrating roller and compacted to reqd camber and gradient with 8 to 10 tonne vibratory power roller etc all as specified

Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and exc. 50 mm and n. exc. 100 mm deep complete etc complete all as specified and directed by Engineer-in-Charge.

M&L for 75 mm thick compacted thickness WBM with coarse aggregate (granite, trap or baslt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread rolled and consolidated to gradient materials and camber as required complete.

Preparing of water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer (paving bitumen) VG-10 @ 10 Kg per 10 Sqm complete all as specified and as directed.

M&L for cleaning the road surfaces of dirt, seals, greese and foreign materials and applying 2 mm thick road marking strips (Rectro reflective) of white or yellow colour using hot thermoplastic materials by fully or semi automatic thermo plastic paint applicator machine fitted with profile shoe glass beads dispenser proper tank heater and profile shoe heater drive by operator on road surfaces complete all as specified and directed . Make: Shalimark of STP Ltd/ Kataline or equivalent make as approved by GE. Note: The rates included for provision of red signals to keep off traffic from wet paint, cleaning road surfaces and working during odd hours when traffic is light.

S&F in repair bi-directional reflective type road studs (Cat Eye) illuminated yellow both sides of rectengular/ square shape makeup of thermoplastic body fixed with Epoxy adhesive and supported with 2 Nos 6mm MS Screw complete all as specified and directed by Engineer-in-charge. Make:- Birla 3M/ Kataline/ Dark eye

S&F in repair long deleneater made up of mild steel pipe 75 mm dia and 0.90 mtr height duly painted with 3 Nos high density (41) reflection tape of red, yellow and white colour of size 150mm x 50mm covered with 1.00 mm thick GI wire guage including necessary excavation, PCC (1:2:4), type B-1 (using 20 mm graded crushed stone aggregate) and removal of soil etc complete all as specified and directed having anti rust and anti theft type, complete all as specified & directed Make:- Birla 3M/ Kataline/ Dark eye

S&F in repair Water proof, energy saving and environment friendly road stud with solid aluminium alloy shell power by solar cells and panels, ideal signal products for highways, parking lots, roads and similar isolated or stand alone traffic applications and fixed with epoxy hardner adhesive complete all as specified and directed:- Make: Birla 3M/ Dark eye/ Kataline Make: Birla 3M / Dark Eye / Kataline

Aluminium alloy shell

Solar panel mono-crystalline solar 2.4 ZV /0.3 watt

One Ni-Mh or Ni-cd rechargeable batt (1.2 V/1600mA)

Six super bright LEDs

Colour - yellow, red, blue, green and white

Working time 50 to 60 hours successively after battery is fully charged

Solar energy -based power source

Charging time: five to six hours / day

Brightness sensitive auto switch automatically turns on at night & turn off at dawn

High visibility LEDs to help easy and safe night driving

Surface excavation nexc. 30 cm deep and averaging 10cm deep and getting out in soft/ loose soil etc all as specified .

M&L for Moorum/ Red bajari filling 100 mm thick in berms, laid in layers n.exc 15cm thick, spread, levelled and blended with earth and rammed to form uniform and consolidated surfaces with and incl watering.

Removing excavated soil not exceeding 50 m distance and depositing where directed at a level n exc 1.5 metre above the starting point, complete all as specified and directed.

Excavating in trenches, 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 and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D-2 (Using 40mm graded crushed stone aggregate) as in mass concrete/ foundation filling etc complete all as specified and directed by Enginer-in-Charge.

M&L for Reinforced concrete pipes 300mm dia, class NP2, laid and jointed complete with socket and spigot joint and sealed complete all as specified and directed by Engineer-in-charge.

M&L for 150mm thick Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed, rolled and consolidated to required gradient and camber.

M&L for 150 mm thick (compacted thickness) water bound macadam in two layers each of 75mm thick (each layer to be rolled and consolidated seperately) with coarse aggregate of granite/ black trap/ basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread, surface binding with and including screening and moorum, watered, consolidated and rolled with 8 to 12 tonne power roller to gradient and camber required all as specified and directed.

M&L for Repair to potholes any depth, area not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat at 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm.

M&L for road line painting n. exc 150 mm wide with golden/ yellow/ white thermoplastic compound with reflectorised glass beads on road providing and laying of hot applied thermoplastic compound 2.0 mm thick including reflectorised glass beads @ 250 gm per sqm area, thickness of 2.0 mm is exclusive of surface applied glass beads as per IRC 35 including cleaning of old road marking paint, the finished surface to be levelled, uniform and free streaks and holes in addition where arrows of letters are to be provided thermoplastic compound should be machine sprayed and the colour of compound, complete all as specified and directed Make: Shalimark of STP Ltd/ Kataline or equivalent make as approved by GE. Note: The rates included for provision of red signals to keep off traffic from wet paint, cleaning road surfaces and working during odd hours when traffic is light.

S&F bi-directional reflective type road studs illumineted yellow both sides of rectengular/square shape makeup of thermo plastic body fixed on road with fully threaded bolt ( 10mm dia , 80-100mm long )by applying drill, filling of holes by apoxy adhesive, as well as for pasting of studs as per manufactures instructions. having abrasion resistance creamer coating and reflective surface complete all as specified and directed. Make: Dark Eye or equivalvent model from TATA BP/ Birla 3M

S&F delenater DA-952 GP of size 700x100 x50 mm ABS round body fitted with 100 mm dia hightly reflective ,UV stabilized in yellow colour mounted on MS pipe 50 mm dia, provided with anti rust & anti theft. including PCC foundation of size 150x150x300 mm with PCC 1:3:6 type C1 incl necessary earthwork excavation in any soil, removal and disposal of spoil complete all as specified and as directed by Engr-in-Charge. Make: Dark Eye or equivalvent model from TATA BP/ Birla 3M

Surface dressing not exceeding 15cm deep and getting out in hard dense soil including disposal to a distance not exceeding 50 mtrs all as specified and as directed.

M&L for Brickwork with sub-class 'B' bricks, straright or curved on plan exc 6m mean radius built in Cement mortar (1:6), complete all as specified and directed.

M&L for PCC (1:2:4) type C1 (using 20mm graded crushed stone aggregate) as in coping and the like including weathering, slightly rounded or chamfered angle with and incl necessary use and waste of form work.

M&L for rendering 15mm thick on wall in cement mortar (1:6) on brick wall / Concrete surfaces finish even and smooth without using extra cement.

M&L for preparing new plastered surfaces and applying three coats of white wash on walls all as specified and direcrted.

M&L for PCC type B-2 (1:2:4) (Using 40mm graded stone aggregates) as in foundations filling and mass-concrete complete all as specified and directed.

Notes for item No 1, 2, 3, 4, 7 & 20:- (i) Only minus price variation in qty of binder obtained from design mix shall be adjusted through minus price Rs 44/per kg of qty of binder. No adjustment for plus variation in qty of binder shall be admissible. (ii) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (iii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver and materials shall be transported in tipper (covered).

Note for all items: All items shall be executed as specified and directed by Engr-in-charge.

Vee kay construction

KESHAV ENTERPRISES