|
| 1 | Dismantlingof mild steel work of any description not otherwise provided forold obstacles complete all as spd |
| 2 | Demolition of brick/Stone work built in cement mortar or lime mortar including all quoins arches, pillars etc complete all as specified and directed. |
| 3 | Site dressing n.exc 15cm deep for hard dense soil compete all as spd |
| 4 | Excavating on 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 arround in layers not exc 25cm in hard/dense soil complete all as spd |
| 5 | Excavation in trenchesn. exc 1.5m wide and n.exc 1.5m in depth for foundation etc. n.exc 10sqm onplan and n.exc 1.5m in depth and getting out in hard / dense soil complete all as spd |
| 6 | Returning,filling in including spreading,levelling,watering and well ramming in layers n.exc 25cm in excavated soil complete all as spd |
| 7 | Removing excavated soil material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified & as directed. |
| 8 | M&L for PCC 1:3:6 Type C2 using 40mm graded stone aggregate as in foundations,filling and mass concrete for post holecomplete all as specified & directed. |
| 9 | M&L forPCC 1:4:8 type D2 using (40mm graded stone aggregate) as in foundations,filling and mass concrete complete all as specified & directed. |
| 10 | M&L for Walling of random rubble,uncoursed ( Jodhpur stone) well bonded, bedded and solidly hearted, built in CM 1;6 complete all as spd |
| 11 | Ditto all as per item No 10 but except stone complete all as spd |
| 12 | Extra over stone masonry for hammer dressing to facestones with maximum depression on face from a straight edge held against the dressed surfaces not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type,complete all as specified and directed. |
| 13 | M&L for brick work with old sizefly ash bricks, straight or curved on plan exc. 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 14 | Rendering15 mm thick on fair faces of concrete surfaces in walls in cement mortar 1:4 and finished even and fair without using extra cement complete all as specified and as directed. |
| 15 | Preparing newly plastered surfaces ofnew wall and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint (weather proof exterior grade emulsion) of required shade(company Depot tinted) with silicon additives @ 1.43 litre/10Sqm over and including priming coat of exterior primer applied @0.90Litre/10Sqm complete all as spd Note:- The contractor shall produce batch certificate & delivery challan directly from paint manufacturer to establish the authenticity of the material. The batch testing certificate shall be brought at site along with paint manufacturers drums with seal intact |
| 16 | Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in concrete, brick work, masonry etc.including taking out embedded portion and making good disturbed ground |
| 17 | Dismantling of Framed timber scantling 40sq cm and over in section in any position complete all as specified and directed. |
| 18 | Dismantling of Framed timber scantling n.exc 40sq cmin section in fillet, rafter and purlin etc complete all as specified and directed. |
| 19 | M&Lfor rolled sectionas in framing withbeam, angles,channel, round and squaresections fixed independently without connecting plate or in framing etc of Fe410-W (grade E-250) quality Ainduction butt welded as necessary gusset plates revetting etcpurpose madecomplete all as spd |
| 20 | Ditto all as per item No 19 but except material includes fabrication and fixingNote:-The material as retrived from Dismantling ( serviceable) onSl item No 1 as above shall be reused . |
| 21 | M & Lfor two coat of synthetic enamel paint over one coat of red oxide, zinc chromiume on steel surface including preparation of new steel surface width or girth exc 10cm all as specified and directed. |
| 22 | M & Lfor one coat of synthetic enamel painton steel surface including preparation of old steel surface width or girth exc 10cm all as specified and directed. |
| 23 | M&Lfor Galvanised steel 50mm dia multi strand high strength with a durable coating or galvanization for corrosion resistance wire rope and high tensile strength to withstand repeated use and stress designed to withstand harsh environments and heavy use including fitting like thimbles, clips or sockets for secure attachment for military training ( breaking strength 5-20 tons) fixed with steel members complete all as spd and as directed by Engr in charge |
| 24 | M&L for high qualitycoir fibres true to its type unadulterated and free from siliceous matter and shorts of 3 or 4 strand rope with a specified lay length ( minium breaking load to standard grade I 7.451Kn complete all as spd and as directed by Engr in charge |
| 25 | S&F in repair for 2nd class HWof 40mm thick boardingseasoned and fixed on platform with screw including dismantlingboarding any description fixed any position with screw complete all as spd |
| 26 | M & Lfor two coat of synthetic enamel paint over one coat of wooden primer to wooden surface including preparation of new wood surface width or girth exc 10cm all as specified and directed. |
| 27 | M&L for 600mm reinforced concrete pipes class NP2 laid and jointed complete with collar including dismantling of existing pipe complete all as spd |
| 28 | M&L for PCC 1:3:6 Type C2 using 40mm graded stone aggregate as in bed with cradle to 600 mm dia Hume pipe including forming cradlecomplete all as specified & directed. |
| 29 | Dismantling for Stone slabs and tiles of any description or thickness in floors, aprons and plinth protectionetc, laid dry and pointed in any mortar, complete all as specified and directed. |
| 30 | M&L for Surface excavation n.exc 30 cm deep and and avg 15 cm deep andgetting out Hard and dense soil all as specified and directed. |
| 31 | Rolling and consolidating formationsurface in cutting by power roller exc 5 ton and n.exc 8 toncomplete all as spd |
| 32 | M&L for hardcore of broken stone of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15mm thick watered and rammed to a true surface |
| 33 | M&L 75 mm thick cement concrete type C2 1:4:8 (using 40 mm graded stone agg) in sub base of flooring / hard standing even and rough to receive the topping layer complete all as spd and directed by engr in charge |
| 34 | M&L for machine pressed precast M40 grade concrete cobble tile interlockingany shape and size confirming to IS 15658 -2006 of 80mm thickness, with grey cement, pigmentcomplete all as specified and directed. |
| 35 | M & L for sand filling under floors or in foundationincluding watering and consolidation complete all as specified. |
| 36 | Supply andfabrication of framed bracketof angle with web and flanges cut to shape, drillrd and counter sunk for screw including welding as necessary gusset plate, hold fast and similar work conforming to Fe.290.Gde-E-165 complete all as spd |
| 37 | S&F for MS bolts n. exc 12mm diapurpose made with hexgonal or square head one end and screwed other , or screwed both ends to be fitted with washers and one hexgonal or square nutof exc 30cm complete all as directed and specified. |
| 38 | M&L for layingprecast kerb stones of size 450x150x300mm PCC 1:2:4type B-0 using 20 mm graded stone aggregate with oneend chamfered andfinished fair and even , jointed in CM 1:4complete all as spd. |
| 39 | Demolition forPCC of any description or in any positionnot other wise specifically provided with SWG Pipe in any mortar, complete all as specified and directed. |
