|
| 1 | Dismantling of fencing, wire mesh of any description and in any position complete all as specified and directed. |
| 2 | Dismantling posts or struts (wood, steel or RCC) any section incl taking out embedded portion and making good disturbed ground (post embedded in PCC) complete all as specified and directed. |
| 3 | Excavation in post hole for similar holes each n exc 0.50Cum getting out returning filling in and ramming earth around in layers nexc 25 cm watering and removed surplus soil to a distance nexc 50m and making good surface in soft/loose soil complete all as specified and directed. |
| 4 | M & L for cement concrete 1:3:6 type C2 using (40mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and directed. |
| 5 | S&F mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flat iron fillets (for securing wire mesh/welded steel wire fabric etc) including all necessary drilling, bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 6 | S&F screw bolts (machine made) with hexagonal or square head at one head and rounded the other or screwed both end each screwed end to be fitted with washers and one hexagonal or square nut exc 10cm nexc 15cm long dia of shank 11 to 15mm complete all as specified and directed. |
| 7 | Fixing only chain link fencing including line wires, any mesh size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. |
| 8 | Supply only chainlink fencing any size any type etc complete all as specified and directed. |
| 9 | Supply only mild steel round bars of 10 mm dia as in line wire cut lengths, Hooking ends etc conforming to Fe- 410 - W (Gde E-250) quality A (For tying chain link fencing complete all as specified and directed |
| 10 | M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red complete all as specified and directed. |
| 11 | M&L for PCC (1:2:4) type B-0 using 20mm graded crushed stone agg as in coping, benching, holdfast, fixing of fencing post above wall etc,finished even and smooth using extra cement incl necessary form work complete all as specified and directed. |
| 12 | M&L for Providing precast ce- ment concrete type B1 1:2:4(20mm graded aggregate) set in cement mortar 1:4 in columns, posts, boundary pillars, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified and directed. |
| 13 | S & F galvanised two strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts incl securing or laying at crossing with and provision of mild steel wire staples or steel pins etc complete all as specified and directed. |
| 14 | M & L for preparation of new steel surfaces exc 10cm width or girth and apply one coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 15 | Demolition of brick work or stone masonry built in cement mortar including all quoins & jambs etc. complete all as specified and directed. |
| 16 | M&L plain cement concrete 1:4:8, Type D-2 (using 40mm graded aggregates) as in foundations, filling and mass concrete etc complete all as specified and directed. |
| 17 | M&L brickwork with fly ash/AAC bricks straight or curved on plan exc 6mtr mean radius built in cement mortar 1:4 by using old size bricks complete all as specified and directed. |
| 18 | M&L half brick thick brick work with sub class \\"B\\" bricks straigth or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed. |
| 19 | Taking down cement or lime plaster of any description from stone or brick walls etc including raking out joints, hacking for key scrubbing down with water and disposing off the rubbish complete all as specified and directed. |
| 20 | M&L rendering 15 mm thick in CM (1:4) on brick work or concrete surfaces mixed with water proofing compound incl chajja, facia etc, finished the surfaces even and smooth without using extra cement mixed with water proofing compound complete all as specified and directed.( WPC measured separately) |
| 21 | M&L for providing precast cement concrete louvres and jallies, 25mm thick (measured solid) type B0 1:2:4 using 12.5mm aggregate set in cement mortar 1:4, including all mouldings(Post shall be measured separately) complete all as specified and directed. |
| 22 | M&L for applying two coats of cement base paint on new plastered surfaces of wall over a coat of primer complete all as specified and as directed. |
| 23 | Demolition of cement concrete of any description and in any position not otherwise complete all as specified and directed. |
| 24 | M&L for 100 mm thick PCC(1:4:8) type D2 using 40mm graded stone agg as in sub base finished even and rough complete all as specified and directed. |
| 25 | M&L for 60mm thick Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed. |
| 26 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 27 | M&L for glossy finish Chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and pigment and , set, jointed and pointed in neat cement slurry in floors incl 15mm thick screed bed CM 1:6 complete all as specified and directed. |
| 28 | M&L for precast cement concrete Type B1 1:2:4 (20 mm graded aggregate) in appex stone/kerb stone with plain fair faces including chamfers, weathering throting etc and set in cement mortar 1:4 complete with joints to math size and shape as approved by GE. |
| 29 | Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 30 | Demolition of Brick work or stone/boulder masonry, build in cement mortar or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 31 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 32 | Demolition of reinforcement cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 33 | Excavation in trenches n.exc 1.50m wide and n.exc 1.5m deep for foundation etc. for shafts, wells cess, pits manholes etc n exc 10 sqm on plan and n exc 1.5 m depth. in soft/loose soil and getting out complete all as specified and directed. |
| 34 | Excavation in trenches n.exc 1.50m wide for foundation etc. for shafts, wells cess pits, manholes etc n exc 10 sqm on plan and exc 1.5 m and n .exc 3.0m depth. in soft/loose soil and getting out complete all as specified and directed. |
| 35 | Returning , filling in trenches including spreading levelling , watering well, ramming in layers n. exc 25CM in soft/loose soil (from available soild) complete all as specified and directed. |
| 36 | Removal of excavated material such as soils to a lead n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 37 | M&L for cement concrete 1:4:8 type D2 (40mm graded aggregate) in foundations, filling & mass concrete complete all as specified and directed. |
| 38 | M&L for brick work with sub class 'B' bricks built in CM (1:4) straight or curved on plan & exc 6 m mean radius with old size bricks. complete all as specified and directed. |
| 39 | M&L for cement concrete 1:2:4 type B1 (20mm graded aggregate) as in coping, benching, kerb etc. rounded or chamfered on edges including necessary form work complete all as specified and directed. |
| 40 | M&L for 15mm thick rendering in CM (1:4) on any faces of brick work or concrete surfaces with water proofing compound at 2% by weight of cement surface even and smooth finish with using extra cement Note :(water proofing compound shall be measured & paid separately) complete all as specified and directed. |
| 41 | Supply only integral waterproofing compound complete all as specified and directed. |
| 42 | M&L for providing precast cement concrete (1:2:4) type B-1 (20mm graded aggregate) as in manhole covers set in cement mortar (1:4) complete all as specified and directed. |
| 43 | M&L TMT bars 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia. or securing with clips complete all as specified and directed. |
| 44 | Demolition and breaking up drain pipes (SGSW)/RCC pipes set in CM including concrete bed haunching of any description for all as specified and directed for following :- |
| 45 | (a) 200mm internal dia of pipes complete all as specified and directed. |
| 46 | (b) 300mm internal dia of pipes complete all as specified and directed. |
| 47 | M&L for cement concrete (1:4:8) type D2 bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for :- |
| 48 | (a) 200mm internal dia of pipes complete all as specified and directed. |
| 49 | (b) 300mm internal dia of pipes complete all as specified and directed. |
| 50 | M&L for RCC Class NP -2 pipe laid in trenches, jointed as specified and as directed. |
| 51 | (a) 200mm internal dia of pipes complete all as specified and directed. |
| 52 | (b) 300mm internal dia of pipes complete all as specified and directed. |
| 53 | M& L DWC HDPE (SNB) pipes shall be ISI Marked Including 50 mm thick Send for laying of Pipes complete all as specified and directed by Engr-in-Charge |
| 54 | (a) 200mm dia of pipes |
| 55 | (b) 300mm dia of pipes |
| 56 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering cutting out existing benching and forming branch channel in PCC (1:2:4) type B-1, smooth finished all as specified for :- |
| 57 | (a) 150mm internal dia of pipes |
| 58 | (b) 200mm internal dia of pipes |
| 59 | (c) 300mm internal dia of pipes |
| 60 | Taking down CI soil/ pvc waste pipes any size any pattern inludings cleaning or refixing or removal to store complete all as specified and directed. |
| 61 | S&F PVC(SWR) 110mm dia soil waste and rainwater drainage pipes (6 kgf / sqcm) single socketed in any length with rubber ring joint laid in floor or fixed on wall complete all as specified and directed. |
| 62 | S & F PVC (SWR) 110 mm dia branch piece, single (single Y) equal or unequal with oval access door complete all as specified and directed. |
| 63 | S & F PVC (SWR ) 75 mm dia bends any radius with oval access door complete all as specified and directed. |
| 64 | S&F PVC(SWR) 75 mm dia soil waste and rainwater drainage pipes (6 kgf / sqcm) single socketed in any length with rubber ring joint laid in floor or fixed on wall complete all as specified and directed. |
| 65 | S & F PVC (SWR) vent cowl size 110mm dia complete all as specified and directed. |
| 66 | S & F PVC (SWR) 110 mm dia bends any radius with oval access door complete all as specified and directed. |
| 67 | S&F PVC (SWR) 110 mm - 75 mm dia reducers complete all as specified and directed. |
| 68 | S & F PVC (SWR) 75 mm dia branch piece, single (single Y) equal or unequal with oval access door complete all as specified and directed. |
| 69 | S & F PVC (SWR) vent cowl size 75mm dia complete all as specified and directed. |
| 70 | M&L for Cleaning of all blockage of any type of sewage line ie branch sewer line, main sewer line etc, manholes of any section and depth, any situation by way of cleaning/disludging manholes by using any type of manually,mechanically or by way of any other suitable means including foreign materials as well as rodding of sewer lines and between successive from block manholes where required and ordered by Engineer-in-charge and keeping the sewage line functional cleaning trap,water closet,soil waste/vent pipe,gully traps upto final drop out let into septic tanks or central sewage system treatmenting in other adjoining Zone/Area of into sewage well (working in foul condition with taking precautionary measures) equipment as required or applicable all as specified and directed. manholes of any size and depth and removing the sludge/material and depositing outside the MOD land complete all as specified and directed. |
| 71 | M & L for cleaning ,de-silting and testing of manholes of n.exc 1.50m deep by pumping manually with required rope, buckets and ladders and depositing the sludge at distance n.exc 50mtr and then removing sludge outside MD land area complete all as specified and directed. |
| 72 | All as per item No 30 above but depth of manholes exceeding 1.5 Mtr complete all as specified and directed. |
| 73 | M & L for cleaning and testing of sewer line 150 mm to 300 mm internal dia depth upto 1.5m by removing blockage/chocking/obstruction of flow and making free flow by rodding with steel rods and finally passing the rope through the line with jute cloth for cleaning the chocked/blocked sewer line complete all as specified and directed. |
| 74 | All as per item 33 above but depth exe 3 mm complete all as specified and directed. |
| 75 | M&L for pumping out sewage water from the blocked manhole/Septic tank for any depth for cleaning the existing sewage line through diesel pump set 7.5HP & disposal of sludge complete all as specified and directed. |
| 76 | Taking out liquid sludge including floating sludge contents from septic tank of any description and in any position and cleaning septic tank up to bottom including walls to any depth from ground level by pumping through sewage disposal pump / honey sucker pump (as directed by the Engr-in-charge and as on requirement basis) and removing the liquid sludge outside of the MD land or nearer man hole of civil sewage line in such a manner that there shall be no nuisance and no unhygienic environment complete all as specified and directed. (Note: Pump, honey sucker pump and sludge removal van / vehicles shall be arranged by contractor at his own cost and nothing extra shall be governed by the Deptt.) |
| 77 | Removing with roots the vegetation, small bushes or tree girth upto 100cm grown on or along with the main gradient of the sewar line and around the manholes including neceerary excavation in any type of soil and depth, making good the distrubed surfaces all around complete as specified and directed.Note :- The contractor shall remove the sewage / sludge and other foreign material from the site by mechanical equipment etc or by way or other any mean to outside MOD land in covered Vehicls ie Veh required for tpt of foul matters/gas etc and shall be disposed off as directed by Engineer-in-Charge. The site shall be left by the contractor in neat and tidy condition before claiming his payment. |
| 78 | NOTE APPLICABLE FOR ALL ITEMS :- If rate quoted for similar/identical items in same part of Sch ‘A’ is at variance, the lowest rate quoted shall only be considered for payment to the contractor. Please Enable Macros to View BoQ information |
