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

Amount

M&L for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to atleast 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) etc complete all as specified and directed by Enginer-in-Charge.

Scaryfing or picking gravelled, macadam or bitumenous macadam surfaces in area not exc 400 sqm and exc 50mm depth and removing at a distance n. exc 50 metres & stacking,complete all as specified and directed by Enginer-in-Charge.

M&L for 100mm thick (compacted thickness) WBM with coarse aggregate of granite trap or basalt grading 2 (63 mm to 40 mm) or grading 3 (50 to 20mm size) spread rolled and consolidated to required gradiant and camber rquired complete all as specified and directed by Enginer-in-Charge. Note: If work is required to be carried out in two layers each layer will be measured separately)

M&L for 100mm thick (compacted thickness) WBM with coarse aggregate except Material using material obtained from item no.2 spread rolled and consolidated to required gradiant and camber rquired complete all as specified and directed by Enginer-in-Charge.

M&L for premixed bituminous macadam laid/ rolled and compacted to required gradient and camber (75 mm thick or less) with paving bitumen of 4% by weight of total mix, complete all as specified and directed.

M&L for Preparing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finaly fanning the cleaned surface with gunny bags, or remove all loose soil, dirt etc & applying evenly a tack coat using paving bitumen of grade VG-30 @ 5 kg per 10 Sqm, complete all as specified and directed.

Preparing new WBM surface of 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) grade VG 30 @ 10 Kg per 10 Sqm, complete all as specified and as directed.

M&L for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient and rolled to a uniform smooth surface, complete all as specified and directed.

M&L for road line painting n. exc 150 mm wide with golden/ yellow/ white thermostatic compound with reflectorised glass beads on road providing and laying of hot applied thermostatic 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 thermostatic 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.

M&L for taking down of bi-directional reflective type road studs complete all as specified and directed by Engineer-in-charge.

Refixing of bi-directional reflective type road stud obtained from item no.10 above by applying drill, filling of holes by apoxy adhesive, as well as for pasting of studs as per manufactures instructions, complete all as specifed and directed.

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 by Enginer-in-Charge. Make: Dark Eye or equivalvent model from TATA BP/ Birla 3M

S&F long deleneator 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 150 mm x 50 mm covered with 1.00 mm thick GI wire guage including necessary excavation, PCC (1:2:4 type B-1) and removal of soil etc complete all as specified and directed having anti rust and anti theft type, complete all as specified and directed by Enginer-in-Charge. Make: Dark Eye or equivalvent model from TATA BP/ Birla 3M

Surface excavation n. exc. 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil etccomplete all as specified and directed by Enginer-in-Charge.

M&L for Moorum filling in road/ berm brought from outside MD land with any lead, including spreading, levelling, watering & well ramming in layers not exc 15 cm each, complete all as specified and directed.

Removing excavated soil not exceeding 50 m distance and depositing where directed at alevel n exc 1.5 metre above the starting point .complete all as specified and directed by Enginer-in-Charge.

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 40 mm graded crushed stone aggregate) as in foundation, filling, subbase and mass concrete, complete all as specified and directed.

M&L for Reinforced concrete pipes 300mm dia, class NP2, laid and jointed complete with socket and spiogt joint and sealed, complete all as specified and directed by Engineer-in-charge. Make: Everest, Himalaya, Poona concrete product, Indian hume pipe

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 all as specified and directed

S&F delenater DA-952 of size 700x100x50 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 soft loose soil including disposal to a distance not exceeding 50 mtrs all as specified and as directed

M&L for PCC (1:2:4) type C-2, (Using 40mm graded crushed stone aggregate) as in Foundation, sub base and mass concrete and like complete all as specified and directed by Engr-In-Charge.

Notes for item No 5, 6, 7 & 08:- (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.

Shapers Constructions Limited

Samaksh Enterprises