PROVISION WIDENING OF INTERNAL ROADS AT BIRPUR

Amount

Rough excavation for all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, all kind of soil, as directed complete all as specified and directed.

Removing excavated soil exc. 250 m but n.exc 500 m and depositing where directed.

Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m complete as specified and directed.

Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift up to 1.5m, complete as specified and directed.

All as per srl item 4 above but for depth of cutting exc 1.5 m and n exc 3.00 m complete all as specified and directed.

Excavation in trenches in any type of soil n exc 1.5 metre in width and n exc 1.5 metre in depth and getting out all as required for taking out of cables, foundation filling of poles or stays. Note: - (a) Excavation shall be carried out manually keeping in view the safety of cable.

Excavation by mechanical means (Hydraulic excavator) in trenches in any type of soil n exc 1.5 metre in width and n exc 1.5 metre in depth and getting out all as required for laying of cables, water pipe lines and in foundation filling of poles or stays.

Excavation in trenches in any type of soil not exc. 1.5 metre wide and 1.5 metre in depth for laying of water pipe line and getting out in any type of soil complete all as specified and as directed by Engineer in charge. Note:- All excavation for taking out and re-laying of Gl pipe shall be carried out manually and laid under the relevant item.

Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete as specified and directed.

Add to (or deduct from) for every 3cm or part there of from srl item No 9 above or below 15cm average depth complete as specified and directed.

Returning, filling in (soil) including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed.

Removing excavated material to a distance n.exc 50 metre and depositing where directed at a level n.exc 1.5 m above the starting point complete as specified and directed.

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

Plain Cement concrete (1:2:4) type B-1 using 20mm graded crushed pain stone aggregate as in coping/benching and the like including weathering slightly rounded or chamfered angles as directed including form work and finishing all exposed surfaces complete all as specified and directed.

M&L for plain cement concrete Nominal Mix 1:3:6 type C2 (using 40 mm graded rushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

PCC M-15 1:2:4 (nominal mix) type B-1 using 20 m graded crushed stone aggregates as in 80 mm thick flooring finished even and smooth without using extra cement complete as specified and directed.

PCC (1:2:4) type B-2 using 40 mm graded crushed stone aggregates as in surface channel and drains complete all as specified and directed.

Providing precast cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cover slab for manholes etc. set in cement mortar 1:4 complete all as specified and directed.

RCC design M-30 using 20 mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams’ plinth beams; bases for columns, etc’ basement slabs, under-reamed piles and mass concrete complete all specified and directed.

RCC design M-30 using 20 mm graded crushed stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; and thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

RCC M-25 (Design mix) using 20 mm graded crushed stone aggregate as in slab, supported on walls, beams and column complete as specified and directed.

150 mm thick Cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base of flooring finished even and fair complete as specified and directed.

150mm thick DLC (Dry Lean Concrete) grade1:5:10 type E2 (using 40 mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

Cement concrete work in pavement hard standing of flexural strength 40 kg/per Square centimetre in field using 400 kg (Minimum) of cement per cubic metre, thickness of concrete 25 cm or less (Actual thickness of concrete as per ground requirement to be dicided by GE) laid by mechanical paver.

Brick work with old size bricks having crushing strength not less than 75 Kg/sqcm, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.

Continuous Brick edging with burnt clay old size bricks of sub class B with width equal to width of brick, laid dry on end vertically complete as specified and directed.

Brick work with fly ash Bricks old size bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:3 complete all as specified complete as specified and directed.

M&L for Sub ‘B’ bricks old size laid dry flat over the cable abutting each other, length of cable equal to width of brick all as required.

M&L for Re-laying of old bricks/cable covers obtained from items here-in-before or here-in-after for mechanical cable protection with width of brick perpendicular to the length of cable.

Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement complete as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc; vertical or to batter complete all specified and directed.

Use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick surface flat for rough finished surface of concrete complete as specified and directed.

Use & waste of form work to to edge of concrete flats etc exc 10 cm but not exc 20 cm wide/thick for fair finished surface of concrete complete as specified and directed.

Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed.

Mild steel TMT bars 10 mm dia and over in reinforcement cut to length, bent to shape required including bending spirally cranking, hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.

Hard core of gauge n exc. 63mm deposited, spread and leveled in layers n. exc 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete as specified and directed.

Applying two coats of cement based paint over concrete or newly plastered surfaces including preparing new plastered surfaces complete as specified and directed.

Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sq.cm of 50 mm dia complete all as specified and directed.

Wire netting of stainless steel wire 1.4 mm dia fixed with tinned tacks of stainless steel wire staples with size of mesh 20mm complete all as specified and directed.

M&L for Boulder filling dry hand packed tightly as in back of wall complete all as specified and directed.

Rolling and consolidation formation surface in cutting using Power roller exc 8 tonne and n exc 12 tonne complete as specified and directed.

Soling (or sub base) 150 mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete as specified and directed.

150 mm thick (Compacted thickness) in two layers each 75 mm thick WBM, with coarse aggregate of Granite trap or basalt stone of grading 2 (63mm to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required complete as specified and directed.

Preparing Un-surfaced water bound macadam surfaces 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 complete as specified an directed.

Applying evenly a priming / Tack coat with bituminous primer at 10 Kg per 10 Sqm of paving Bitumen of viscosity grade VG-30 on new road surface complete as specified and directed.

Bituminous premixed semidense asphaltic concrete , 40 mm thick (consolidated average thickness) with 5.5% binder contents of viscosity grade VG-30 by weight of total mix and 4% stone dust confirming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using 8 to 10 tonne power roller complete all as specified and as directed.

Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface specified and directed.

Applying evenly a priming / tack coat with bituminous primer using 5 Kg per 10 Sqm of Paving Bitumen of viscosity grade VG-30 on old road surface all as specified and directed.

Bituminous premixed semidense asphaltic concrete , 40 mm thick (consolidated average thickness) with 5.5% binder contents of viscosity grade VG-30 by weight of total mix and 4% stone dust confirming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using 8 to 10 tonne power roller complete all as specified and as directed.

Repair to potholes any depth, 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 food by applying tack coat @ 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, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) and rolled to a uniform surface (Depth of pot hole exc 30mm) complete all as specified and as directed by Engr-in-charge.

M&L for forming 12mm thick Expansion joints filed with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' for 200mm thickness of slab complete all as specified and directed.

M&L for forming Contraction (Dummy) joints 65mm deep x 10 mm wide, filed with sealing compund, Grade 'A' for 200mm thickness of slab complete all as speified and directed.

M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound, Grade 'A' for 200mm thickness of slab complete all as specified and directed.

Providing & applying 2.5 mm thick thermo plastic road marking paint mixed with radium glass beads @ 250 gms/sqm with automatic machine to provide reflectivity and noght vision road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe heater, driven by experienced operator on road surface incl cost of material, labour, T&P, cleaning the road surface fo all dirt, seals, oil, grease and foreign material etc complete all as specified and directed.

Metal tubular delineator made out of ABS rounded body fitted with 2 nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly power coated and thermoplastic elastomer 3 bands of Green, Red and Yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mmx150mmxx300mm) type B1 complete all as specified and directed.

Reflective type cat eye having colour red / yellow to a side, casted aluminum allow of size 100mmx100mmx20mm with built in stem of suitable length for fixing with protected in side complete all as specified and directed.

Supply and Fix Galvanised iron pipe medium grade of dia 50 mm with all fittings, including jointing, laid in trenches etc all as specified and directed by Engineer-in-Charge.

Supply and Fix Galvanised iron pipe medium grade of dia 80 mm with all fittings, including jointing, laid in trenches etc all as specified and directed by Engineer-in-Charge.

Supply and Fix Galvanised iron pipe medium grade of dia 100 mm with all fittings, including jointing, laid in trenches etc all as specified and directed by Engineer-in-Charge.

Taking up or down Gl / cast iron / ductile iron water pipe line 50 mm bore and connections including cleaning for refixing or removal to store all as directed. Note:- Excavation for taking out pipe line shall be carried out manually and paid separately in respective item of schedule. Any damage to pipe during taking out shall be made good by the contractor at no extra cost.

Taking up or down Gl/cast iron/ductile iron water pipeline 80 mm bore and connections including cleaning for refixing or removal to store all as directed. Note:- Excavation for taking out pipe line shall be carried out manually and paid separately in respective item of schedule. Any damage to pipe during taking out shall be made good by the contractor at no extra cost.

Taking up or down Gl/cast iron/ductile iron water pipeline 100 mm bore and connections including cleaning for refixing or removal to store all as directed. Note:- Excavation for taking out pipe line shall be carried out manually and paid separately in respective item of schedule. Any damage to pipe during taking out shall be made good by the contractor at no extra cost.

Relaying of old serviceable pipe and all connections obtained from items including cleaning of pipe (externally & internally) by using wire brush, water etc and fixing the old pipe with new fittings at new/old position complete all as specified and directed for the following sizes:-

a) 50 mm bore

b) 80 mm bore

c) 100 mm bore

Note:- Any damage to Pipes under above mentioned items during taking out shall be made good by the contractor at no extra cost. Excavation for laying Gl pipe shall be paid separately.

M&L for sand cushioning to underground cables 8 cm thick before laying the cables and 15 cm thick after laying, stretching and testing the cable.

Supply and fix cable jointing kit for 11 KV grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Aluminium conductor cable of 120 Sqmm to 185 Sqmm, Indoor/Outdoor type.

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat Shrink type and accessories suitable for 4 core XLPE, armoured. aluminium conductor cable of 16 Sqmm to 50 Sqmm, Indoor/Outdoor type.

All as per srl item No 71 above but for cable of size 50 Sqmm to 95 Sqmm.

All as per srl item No 71 above but for cable of size 120 Sqmm to 185 Sqmm.

Supply and fix cable jointing kit for 11 KV grade cable for indoor termination, heat shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Aluminium conductor cable of 16 Sqmm to 35 Sqmm.

All as per srl item No 74 above but for cable of size 50 Sqmm to 95 Sqmm.

All as per srl item No 74 above but for cable of size 120 Sqmm to 185 Sqmm.

M&L for taking out carefully HT serviceable cable duly obtaining proper shut down, any size and depth including cable route indicator and cable cover/bricks from trenches carefully for re-use at new location as and where directed by Engr-in-Charge. Notes:- a) Testing of HT cable before taking out existing HT serviceable cable all as directed by Engr-in-Charge, are deemed to be included in item rate quoted by the bidder. b) Any damage to HT serviceable cable during taking out shall be made good by the contractor at no extra cost. c) Excavation for taking out HT cable shall be carried out manually and paid separately in respective item of schedule.

M&L for re-laying HT serviceable cable retrieved from ser item No 77 above of any size and depth including fixing of cable route indicator in trenches at new location as and where directed by Engr-in-Charge. Note:- a) Testing of HT cable after laying at new location all as directed by Engr-in-Charge quoted rate by the bidder are deemed to be included in item rate. b) Any damage to HT serviceable cable during relaying shall be made good by the contractor at no extra cost. c) Excavation for relaying of HT cable shall be paid separately in respective item of schedule.

M&L for taking out carefully LT serviceable cable any size and depth including route indicator, cable covers/bricks from trenches carefully for re-use at new location as and where directed by Engr-in-Charge. Note :- a) Testing of LT cable before taking out existing HT serviceable cable all as directed by Engr-in-Charge, are deemed to be included in item rate quoted by the bidder. b) Any damage to LT serviceable cable during taking out shall be made good by the contractor at no extra cost. c) Excavation for taking out LT cable shall be carried out manually and paid separately in respective item of schedule.

M&L for re-laying LT serviceable cable retrieved from ser item No 79 above of any size and depth including fixing of cable route indicator in trenches at new location as and where directed by Engr-in-Charge . Note :- a) Testing of LT cable after relaying at new location all as directed by Engr-in-Charge, included in item rate. b) Any damage to LT serviceable cable during relaying shall be made good by the contractor at no extra cost. c) Excavation for relaying of LT cable shall be paid separately in respective items of schedule.

Taking down HT existing bus bar panel after disconnecting all cable joint/connections and re-fix the same which one is in working condition as and where directed including making all cable connections and foundation work as directed by Engineer-in-Charge & deposit the unserviceable bus-bar/feeder pillar to E/M store.

Supply laying & testing in trenches or passing through pipe/ducts, fixed to wall or poles XPLE insulated screened PVC sheathed galvanized steel strip or wire armoured electric power cable (Heavy duty) with stranded aluminium conductor 11000 grade of cross sectional area 185 Sqmm 3 core 11/6.35 KV rated suitable for earthed system including testing and commissioning all as specified and directed Note : (Excavation earth work, sand cushioning brick covers and Gl pipe etc shall be measured and paid separately.

Supply and laying in trenches or fixing to wall/pole or passing through pipe XLPE insulated, amroured heavy duty electric cable with aluminum conductor 1100 volts grade cross sectional area 120 Sqmm 3.5 core. (Note : Incl making good all disturbed wall surfaces / flooring / tilling / to match with existing specification)

All as per Srl item No 83 above but of size 95 Sqmm 3.5 core.

All as per Srl itemNo 83 above but of of size 70 Sqmm x3.5 Core Sqmm.

All as per Srl itemNo 83 above but of size 25 Sqmm 4 core.

All as per Srl itemNo 83 above but of size 16 Sqmm 4 core.

Taking down LT existing bus bar panel after disconnecting all connections and re-fix the same as and where directed including making all cable connections and foundation work directed by Engr-in-Charge.

Supply and fix Galvanised iron pipe light grade of dia 80 mm with all fitting ; laid in trenches/cable protection etc all as specified and directed by Engr-in-Charge.

Rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete, drilled for fixing of steel sheeting or other covering doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-290 (Gde E- 165) complete all as specified and directed.

Supply and fix HT 11 KV, Bus Bar Box, 800mmx600mmx800mm mm size, outdoor type, floor mounted, made out of CRCA sheet 3.15 mm thick, CPRI approved, weather proof, dust and vermin proof, IP-65 powder coated with 8 tank process, with common electrolytic, sleeve insulated aluminium bus bar, mounted on high quality insulators, 800 amps, 3 phase. Phase to phase and phase to body designed with minimum distance of 200 mm. Double door and locking arrangements provided with 11 kv danger notice plate, panel mounted on 50x50x6mm thick angle iron frame with leg 90CM long, 15 cm embedded and secured in 1000mmx800mmx300mm PCC floor, all as specified and as directed by Engr-in-Charge. Note:- PCC work required for fixing is demeed to be included in rates quoted by the bidder for this item

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 24800.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

DES RAJ NAGPAL CONTRACTORS PVT.LTD

Onkar Nath Bhalla And Sons Contractor Pvt. Ltd.