180123/E8

Amount

Rough excavation not exceeding 1.5m depth and getting out in hard/dense soil with hydraulic mechanical equipments and labour complete all as specified and as directed Note : Cutting to be carried out up to any required level over small hills so as to bring the GL to required level as directed by Engr-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out as in Hard/dense soil with hydraulic mechanical equipments as specified and as directed.

Excavation over areas, not exceeding 1.5 m deep and getting out in hard/ dense soil with hydraulic mechanical equipments complete all as specified and as directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth, for foundation, laying of pipes etc and getting out in any hard/dense soil with hydraulic mechanical equipments complete all as specified and as directed.

M&L for Returning filling in with approved excavated soil including spreading levelling watering and well ramming in layers not exceeding 25 cm thick complete with hydraulic mechanical equipments all as specified and as directed. Note : (i) For payment purpose actual volumeof filling after deduction by 10% shall be considerd (ii) Only approved soil / earth obtained from excavations against Srl items No 1 to here in after removal of grass vegitations etc and as directed by Engr-in-Charge shall be used for filling (iii) The unit inserted above shall be deemed to include to above aspects.

M&L for Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete with hydrolic mechanical equipments all as specified and as directed.

M&L for Plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in foundation and filling, mass concrete complete, all as specified and as directed.

M & L for PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) 100 mm thick over rammed earth as in sub base of hard standing all as specified and as directed.

M & L for PCC 1:5:10 type E2 using 40mm graded crushed stone aggregate 150 mm thick over rammed earth as in sub base of hard standing all as specified and as directed .

M & L for Nominal Mix PCC 1:11/2:3 (M-20) type A1 using 20mm graded crushed agg 100 mm thick over rammed earth as in sub base of hard standing all as specified and as directed.

M&L for Stone walling of random rubble stone (trap/basalt/Granite) masonary uncoarsed well bonded, bedded and solidly hearted, built in CM 1:4 including providing weep holes, brought upto course, complete, all as specified and as directed. Note;- If PCC bond stone is used in lieu of stone bond stone, the same shall be measured and paid seprately under item 15 herein after.

M&L for Extra over stone walling for hammer dressing to the face stones and dressing of face beds and joints as specified of random rubble stone walling, uncoursed with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm complete, all as specified and as directed.

M&L for Keyed pointing to random rubble (uncoursed or brought upto courses) in cement mortar 1:4 complete, all as specified and as directed.

M&L for Plain cement concrete (1:2:4), type B-0 (using 12.5mm graded crushed stone aggregate) as in benching bed plates,Coping and the like including necessary formwork and finishing all exposed surface of concrete, complete all as specified and as directed.

M&L for Precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bond stones in lieu of stone bond stone, set in cement mortar 1:4 including necessary form work etc, complete all as specified and as directed.

M&L for PVC (SWR) pipes 110mm bore in any length jointed and fixed in wall as in weep holes,complete all as specified and as directed.

M&L for Boulder filling dry, hand packed tightly in vertical bunds with sloping face complete all as specified and as directed.

S&F for 200mm dia reinforced concrete pipes, class NP3, laid and jointed with collars, complete all as specified and as directed.

S&F for 600 mm dia reinforced concrete pipes, class NP3, laid and jointed with collars, complete all as specified and as directed.

M&L for Plain Cement concrete 1:3:6 type C-2, bed for 200mm dia drain pipes including packing under and completely surrounding pipes with concrete after they laid and tested, complete all as specified and as directed.

M&L for Plain Cement concrete 1:3:6 type C-2, bed for 600mm dia drain pipes including packing under and completely surrounding pipes with concrete after they laid and tested, complete all as specified and as directed.

M & L for hardcore 100 mm thick of guage exceeding 63mm using broken stone or boulders of granitr or basalt or trap but not exceeding 100mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled, rammed to a true surface all as specified and as directed.

M & L for hardcore 150mm thick of guage exceeding 63mm using broken stone or boulders ofgranitr or basalt or trap but not exceeding 100mm deposited, spred and levelled in layers not exceeding 15 cm thick, watered and rolled, rammed to a true surface all as specified and as directed.

M&L for Sand cushioning 25 mm thick under paving blocks including watering and consolidation complete all as specified and as directed.

M&L for Machine pressed precast cement concrete 60 mm thick interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and as directed.

M&L for Machine pressed precast cement concrete 80 mm thick interlocking paver block any shape and size confirming to IS 15658-2006 of M-40 Grade complete all as specified and as directed.

Providing and laying at or near ground level factory made Kerb stone M-25 grade cement concrete position to the required line, level and curvature, jointed with cement mortar 1:3 including making joint as except the sap curve shall not to more than 5mm including making drainage opening wherever required, complete all as specified and directed.

M&L for rolling and consolidating formation surfaces with power roller exceeding 8 tonne and not exceeding 12 tonne power roller including filling (if required) in hollow and depressions, soft spots etc, which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/original ground only) to required level, camber and gradient keeping roller wheels wet etc, complete all as specified and as directed.

M&L for soling (or sub base) 200mm thick (spead thickness) with broken boulders (granite or trap or basalt stones) of size range 100mm to 150mm, deposited, spread, leveled in one layer, interstices filled, surface formed, rolled and consolidated to required gradient and camber with power roller exceeding 8 tonne and not exceeding 12 tonne complete all as specified and as directed.

M & L for 150mm thick (Compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm thick each layer, WMM grading as per table 400-13 of MoRTH specifications for road 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 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and as directed. Note :- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road works 2013.

M&L for preparing unsurfaced Wet Mix macadum (WMM) 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 priming/tack coat of paving bitumen VG-10 @ 10 kg per 10 Sqm complete all as specified and as directed.

M&L for Premix Bituminous Macadam, laid /rolled and compacted to required gradient and camber with 4% of binder content by weight of total mix, less then 75mm compacted thickness, using paving bitumen VG-10 grade, complete all as specified and as directed.

M & L for applying evenly a priming/tack coat of paving bitumen VG-10 @ 5 kg per 10 Sqm including preparing BM Surfaces by Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dirt etc.. and laying semi dense asphaltic concrete (Design mix) 40mm consolidated thickness with binder content @ 5.50 % by weight of total mix with hydrostatic sensor paver finisher, using paving bitumen VG-10 grade, rolled and consolidated with power roller exc 8 tonne but not exceeding 12 tonne capacity to required camber and gradient complete all as specified and as directed.

M & L for 2 mm thick thermoplastic paint after preparation of new bituminous surfaces of road by scratching oils,greasy spots marking material strips confirming to british specification 3762 with 20 % glass beads having reflective index of 1.5 mm,75 % sptrical with indigenous or for foundation plan having sufficient strength to withstand heavy load without deformation and having softening point 25 to 30 of area in width of not exceeding 15 cm strip in white or golden yellow colour according to IRC 35-1970,complete all as specified and as directed

Supply and fixing identification Sign/cautionry mandatory and information sign board area exc 0.60 sqm and not exceeding 1.10 sqm with thickness not less than 3.00 mm aluminium composite panel coverd by encapsulated lens type retro reflective sheet (grade 3M type II diamond grade of make 3M /dark eye/SNI ) on Both side with green base ,including writing of neccessary letter/symbols of reflective type fixed on and including stainless steel all as specified and as directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 110mm x 120mm x 24mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions etc complete all as specified and as directed.

AP BUILDERS (BID ID -3076409)

Mohammad Sultan & Brothers (BID ID -3092535)

M/S BETONG CONSTRUCTION CO (BID ID -3092765)

SHIV CHARAN GUPTA AND SONS (BID ID -3092786)