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| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in hard/dense soil complete all as specified and directed. |
| 3 | Removing excavated materials nexc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
| 4 | Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 5 | Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 6 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 7 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 8 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 150 mm bore including forming cradles; complete all as specified and directed. |
| 9 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes 200 mm bore including forming cradles; complete all as specified and directed. |
| 10 | Opening the cover and Cleaning of Manholes of internal area n.exc 0.50 Sqm of any depth by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 11 | Opening the cover and Cleaning of Manholes of internal area exc 0.50 Sqm but n.exc 1.5 Sqm of any depth by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 12 | Cleaning of sewage lines 150 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 13 | Cleaning of sewage lines 200 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 14 | Temporarily blocking of Inlet of septic tank and manhole, opening the cover and cleaning of septic tanks, sumps, manholes etc of any capacity, dewatering foul water and taking out night soil, excreta, sludge, etc by pumping properly and removing and carrying the same to a distance upto outside MD land, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.75 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume.(ii): The cleaning work shall be carried out by Honey sucker tanker or similar transporter.) |
| 15 | Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish outside MD land as directed by the Engr-in-Charge. |
| 16 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 as in retaining walls, abutments and similar work complete all as specified and directed. |
| 17 | All as per serial item No. 16 above but except stone complete ditto. (Note: Old serviceable stones as obtained from serial item No. 15 above shall be re-used under this item after cleaning etc) |
| 18 | M & L for raking out joints and raised pointing in cement morter 1:4 to random or polygonal rubble, uncoursed or brought upto courses complete all as specified and directed. |
| 19 | M & L for Brick work with fly ash brick, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. |
| 20 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed. |
| 21 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) |
| 22 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 23 | Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water and removing rubbish to outside MD land complete all as specified and directed |
| 24 | M & L for rendering 15 mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in cement mortar 1:4 and finished the surfaces even and fair without using extra cement complete all as specified and directed. |
| 25 | M & L for plain cement concrete (1:2:4), type B-0 (using 12.5mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 26 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. |
| 27 | M & L for 75 mm thick, plain cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed. |
| 28 | Taking down eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed |
| 29 | S & F 150 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 30 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes single sockted in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. |
| 31 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 32 | S & F 75 mm bore, PVC (SWR), Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc complete all as specified and directed. |
| 33 | S & F 75 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 34 | S & F 150 mm bore, PVC (SWR) bends of any radius with oval access door complete all as specified and directed. |
| 35 | S & F 110 mm bore, PVC (SWR) bends of any radius with oval access doorcomplete all as specified and directed. |
| 36 | S & F 75 mm bore, PVC (SWR) bends of any radius with oval access door complete all as specified and directed. |
| 37 | S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal with oval access door complete all as specified and directed. |
| 38 | S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal with oval access door complete all as specified and directed. |
| 39 | S & F 110mm bore, PVC (SWR) junction single, (Double T) equal or unequal with oval access door complete all as specified and directed. |
| 40 | S & F 110mm bore, PVC (SWR) reducer complete all as specified and directed. |
| 41 | S & F 75 mm bore, PVC (SWR) reducer complete all as specified and directed. |
| 42 | S & F 110mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 43 | S & F 75 mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 44 | Disamntling post or struts any section, RCC or steel any type including taking out embedded portion in concrete and making good disturbed ground including cleaning and cutting of grass, shrubs, bushes, etc complete all as specified and directed. |
| 45 | Excavating in post holes (or similar holes) each n. exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25cm, watering and removing surplus soil to a distance n. exc 50m and making good surface in soft/loose soil complete all as specified and directed. |
| 46 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. |
| 47 | M & L for Mild Steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing (fencing post) including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh 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. |
| 48 | Dismantling fencing wire mesh, any type complete complete all as specified and directed. |
| 49 | Supply only chain link MS galvanisd fencing made of 5.5mm dia wire with and including PVC coating of 1.3mm thickness and any mesh size complete all as specified and directed |
| 50 | 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 |
| 51 | M & L for mild steel round bar 10mm dia and over cut into length, bend to shape required including cranking bending spirally for hoping as in tie bar for fixing chain link fencing complete all as specified and directed. |
| 52 | S & F Mild steel screw bolts of 16 to 20 mm dia of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed. |
| 53 | S & F in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed. |
| 54 | S & F in repairs Rust Proof Consec Zal Super Razor punched barb tape (SRPBT) Aluminium base Helix coil with and including necessary GI fixing clips for securing complete all as specified and directed with the following specifications:(i) Dia of coil (unstretched) - 1050mm(ii) No of Spiral - 6 Spirals per RM(iii) Weight of each coil with hassian pack - 8.5 Kg ( +0.5)(iv) Central Core wire - made from 2.6 ( +0.5)mm dia GI High Tensile wire as per IS-4454 galvanised as per IS-2629(v) Razor punched strip - Razor punched tape is CONSEC ZAL Steel comprising of Aluminium base with Zinc alloy @ 150 gm/Sqm conforiming to ASTM A-792/A-792M with additional primer treatment of Epoxy/polyurthene & final paint top coat of Caulifield green shade (BSL 139) by Hot Dipping process and Barb Tape length - 23.50mm, Barb Width - 18.6mm, Barb Spacing - 36.00 mm and Centre width - 7.4mm (Note : After stretching the coil, the length of the compound wall on which it has been stretched shall be considered for measurement.) |
| 55 | M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zine chrome primer complete all as specified and directed. |
| 56 | Demolition of un-reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to outside MD land distance exc 1.5 km but nexc 5.00 km complete all as specified and directed.. |
| 57 | M & L for 40 mm thick, plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in floor/hardstanding /path etc complete all as specified and directed. |
| 58 | M & L for 100 mm thick, plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base/flooring etc, complete all as specified and directed. |
| 59 | M & L for designer colured glazed polished finish Chequered cement concrete tiles of size 30cm x 30cm x 23-25mm thick, as in floors etc, including 15 mm thick screed bed in cement mortar 1:6 and set & jointed in neat cement slurry and pointed in grey cement and pigments to match with the shade of tiles complete all as specified and directed. |
| 60 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 61 | Taking out of damaged interlocking paver block from its existing position and stacking at site complete all as specified and directed. |
| 62 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed. |
| 63 | Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal of debris and rubbish to a distance upto outside MD land distance exc 1.5 km but nexc 5.00 km complete all as directed by the Engr-in-Charge |
| 64 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. |
| 65 | Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. |
| 66 | Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed. Please Enable Macros to View BoQ information |
