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| 1 | Demolition of stone masonry work built in cement mortar or cement lime mortar incl all quoins, arches pillars etc and removing unserviceable material exc 100 mtr complete all as specified and directed. |
| 2 | Dismantling structural steel work as in Y horn over boundary wall including doors, gates but excluding framed truss complete all as specified and directed. |
| 3 | Dismantling fencing wire mesh any type |
| 4 | Earth work in excavation 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 disposalof surplus excavated soil as directed, within a lead of 50 m. |
| 5 | Cement cocrete 1:4:8 type D-2 using 40mm graded crushed stone aggregatein foundationfilling and mass concrete complete all as specified and directed. |
| 6 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations including rafts footings, foundations beams, plinth beams for coloumns etc and mass concrete complete all as specified and directed. |
| 7 | Reinforced cement concrete M-25 (Design mix) using 20mm graded stone aggregates as in columns, pillars, piers, post and struts complete all as specified. |
| 8 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in beams cantilievers, lintels over 1.5m span complete all as specifiedand directed. |
| 9 | Formworkfor fair finished flats surfaces to side of concreate fdns footing base of column raft and raft beams and soffits of fdn and plinth beam and similar works vertical or to batter complete all as specifiedand directed. |
| 10 | Formworkfor fair finished flats surfaceof concreate to sideof pillars posts struts, pier, columns and stanchionscomplete all as specifiedand directed. |
| 11 | Formwork to edges of concrete flats, breaks in floor openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizantal or sloping and similar work all exc 20 cm wide for fair finshed flat surfaces of concrete complete all as specifiedand directed. |
| 12 | TMT bars (Gde Fe 500), 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all asspecified and directed. |
| 13 | All as per item No 12 here-in-before but 8mm & over upto and including 10mm dia as in striups, spacers, blinders. |
| 14 | Brick work with sub class \"B\" bricks using old size bricks having crushing strength not less than 75kg/Sqcm straight or curved on plan exc 6m mean radious built in CM 1:4, complete all as specified and directed. |
| 15 | 15mm thick rendering on fair finished bricks surface or concrete surfaces in CM 1:4, finished even and smooth without using extra cement complete all as specified and directed. |
| 16 | 15mm thick rendering on other than fair finished bricks surface or concrete surfaces in CM 1:4, finished even and smooth without using extra cement complete all as specified and directed. |
| 17 | Preparing new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed |
| 18 | Returning filling Iin (soil) including spreading levelling, watering and well ramming inlayers not exc. 25 cm thick in any type of soil. |
| 19 | Removal of excavated soil to a distance not exc 50 metre depositing where directed at a level not exceeding 1.50 metre above the starting point |
| 20 | Mild Steel (MS angle Iron)work as in posts & strutsor Y - horn in fencingincl. cutting tops to shape as required, drilling holes, notiching for wire, etc; Flatiron iron fillets (for securing wire mesh etc), incl all necessary drilling, bolting etc and similar workconfirming to Fe-290 Gde-E-165 completeall as specified and directed. |
| 21 | Concertina coil having dia 1050mm with blade thickness 0.47mm and core wire diameter 2.5mm with minimum zinc coating on wire minimum 275 GSM having wt 14.63 Kg each coil, complete all as specified and directed. |
| 22 | S&F Galvanised 2 strands steel barbed wire, 2.24 mm, barbed with 2.00 mm dia barbs at spacing 75 mm and straining and fixing to any type of strands rails straining bolts, incl securing or tying at crossing with provn of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed. |
| 23 | Preparation of new steel surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed. |
| 24 | Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290, complete all as specified and directed. |
| 25 | Demolition of cement concrete (unreinforced ) in ground floors and pavings n exc 15 cm thickness (below or above ground level) |
| 26 | M&L plain cement concrete 100 mm thick, type C-2, 1:3:6 (using 40mm graded crushed stoneaggregate) as in sub floors, complete all as specified and directed. |
| 27 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed. |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 29 | Supply and fixing Hybrid Solar Street light 30 Watt, AC-DC Hybrid operation -both Off-grid and On Grid illumination, compact design, all component in one housing, aesthetically crafted aluminium body, IP-65 protection, Monocrystalline Panel, high quality solar panel, 50Wp, efficiency >17%, IEC-61215, BIS-14286 with RFID tags, MPPT controller, Integrated DC-AC driver, silicon potted MPPT, protection against deep discharge, over charging, reverse polarity, automatic dusk-dawn programmed, DC-AC driver, smart switch for DC to AC operation, DC-AC potted driver, 4KV+10KV SPD protection, High quality LED, LED life 50000 Hours, efficacy>150LPW, LM 80 complaince, CRI>70, Lithium Ion battery, 12.8V 24 Ah, LiFePO4 long life batteties with component level IP65, BIS and IEC-62133 complaince battery backs, high grade batteries with inbuilt BMS, with battery life up to 2000 charging-discharging cycles inclusive copper wire 1.5 sq mm 3 core from pole loop box to security light for AC operation complete all as specified and directed by Engr-in-Charge.Make Crompton Cat Part No. CSOP-845-40-57-HL5-HY-LM-PG or equivalent in Wipro/Philips. |
| 30 | Supply and errecting in truly vertical position GI hot dipped octagonal pole 6 Mtr height, silver colour, 70 mm top 130 mm bottom 3 mm thickness, base plate 200 x 200 x 12 mm, GI 64 micron, M16 x 600 en 8 grade foundation bolt and 01 Mtr arm for installation of street light, including provision of 04 Nos Anchor fastner/Nut botls at base plate embedded in PCCfor stability of GI octagonal polecomplete all as specified and directed by Engr-in-charge. |
| 31 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foudation of poles/cable,stay assy etc and getting outany type of soil complete all as specified and as directed by Engineer-in-Charge |
| 32 | Material and labour for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as incoping of pole, including necessary form work complete all as specified and Engineer-in-Charge. |
| 33 | Supply and layXLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 4 core 16 sq mm |
| 34 | M&L for sand cushning to U/G cable in layers of 23cm thick( 8 Cm before laying the cable and 15Cm thick after laying the cable) in trenches including watering and consolidation, complete all as specified and directed. Note: Punned thickness shall be measured and paid for |
| 35 | Supply and lay well burnt brick class B as protection to cable in cable trenches all as specified and directed |
| 36 | S & F pole box for street lightdust and vermin proofmake Sintex model GSJB 3020 complete with aluminum bus bar 04 nos. of capacity 200 amps on epoxy insulators incl one MCB SP C series 06 amps 10 KA capacityfor Security light connectionincluding suitable clamps & suitable size PVC glands-02 nos at bottom for cable entry and exit complete all as specified and as directed. |
