|
| 1 | Dismantling sundrise brick work including stacking of dismantied material as directed by the Engineer in Charge with in a distance of 60 metere (691) |
| 2 | Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (Sl No.251) |
| 3 | Concrete with 4 cm gauge brick ballast fine sand ofFM and cement in proportion of 12:6:1in foundation and under floors i/c supply of all materials, labour and T& etc required for proper completion of the work (SI 273). |
| 4 | R.C.C. work with cement approved coarse sand and 2cm. Gauge approved stone grit in proportion of 1:1.5:3 in colums excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by thye contractor free of cost.SI No.289 |
| 5 | M-150 brick work in 1:6 (one cement and four sorsesand of in Foundation but in one brick thick wallincluding supply of all materials, labour and T&P etc. required for proper completion of work. SiNo 303 |
| 6 | R.C.C. work with cement approved coarse sand and 2cm. Gauge approved stone grit in proportion of 1:2:4 in Raft Foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by thye contractor free of cost SI No.287 |
| 7 | MS (Tor Steel) in plain work such as RCC or RB work wrought to required shape as necessary including bending for proper completion of the work and i/c supply of steel and its wastage bend hooks and authorized over lapping shall be measured DSR-2023 /5.22.6 (TMT fee 500D) |
| 8 | M-150 brick work in 1:4 (one cement and four sorsesand of in S/S one brick thick wallincluding supply of all materials, labour and T&P etc. required for proper completion of work. SI No.(305+309+310) |
| 9 | 12mm thick plaster with one part of cement and four part of approved coarse sand including supply of all materials labour and completion of work. SI No.584 |
| 10 | Finishing wall with Two coat of water proof cement paint weather coat of approved quality on previously old treated surface with this paint to give an even shadeincluding cost ofproviding of Cemennt primerincluding supply of all materials, labour, Tools & plant etc. required for proper completion of the work. Chepter No.15 New Item No.8+9 |
| 11 | Recover of bricks (Mat-1(i) (-) |
| 12 | Recover of Brick Bats (Mat -2 (iii)(-) |
| 13 | Providing and fixing precoated galvanised iron profile sheet of total coated thickness 0.50 mm withzink coatedge 120 gms per sqm as per IS:277 in 240 MPA sheet grade 5-7 microns epoxy primer on both side of the steel etc. (DSR 12.50 2023. |
| 14 | P/F precoated galvanised steel sheet roffiy(DSR 2023 12.51.1) (Ridge plain 500-600 mm) |
| 15 | Painting two coat over priming coat (including cost of prime ring coat) on steel and other metals surface brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matters sand papring and scraping including cost of all materials, labour and T&P etc. for proper completion of the work (1(a) + 3(iii)x2 |
| 16 | Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item. A-0 To 30 |
| 17 | Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item. B-30 To 45 |
| 18 | Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item.C-45 To 60 |
| 19 | Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete A-0 to 30 |
| 20 | Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete B-31 to 45 |
| 21 | Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete C-45 to 60 |
| 22 | Instalation of India Mark-II hand pump assembly with 32mm dia \"B\" class GI pipe ISI mark riser of 24m length 12mm dia rier rod and development of hand pump required proper development of hand pump. |
| 23 | Embossing the details of Hand pump installation per department instruction over the hand pump assembly complete. |
| 24 | Construction of cement concrete platform for hand pump as per dia 1.85 m including supply of all material, labour T&P etc. required for proper completion of the work as per direction E/I. |
| 25 | Construction of drain as per type design for an platform upt existing natural drainage including supply of all material, labour T&P etc. required proper completion of the work. |
| 26 | Material Hand pump Machine Set Complete. |
| 27 | Material Suppy of 110 mm dia PVC pipe 6 kg/cm2 (ISI mark) |
| 28 | Material Suppy of 63mm dia PVC pipe 6 kg/cm2 (ISI mark) |
| 29 | Materia Suppy of 63mm dia PVC ribbed strainer 3.0 Mtr. Long with blind pipe (Jali) |
| 30 | Material Supply of 110-63 mm. dia P.V.C. reducer heavy duty. |
| 31 | Supply of 32mm dia B Class G.I. Pipe medium quality I.S.I. Mark. |
| 32 | Instalation of India Mark-II hand pump Machine heavy duty I.S.I. Mark over the bore hole as per instruction of E/I including supply of all component all material labour T&P etc. required for proper completion of the work. |
| 33 | Cost of Coarse for filling around strainer. |
| 34 | Filling of bentonite between bor hole and kaising pipe. |
| 35 | Cartage of Hand pump machine pipe strainer etc. upto site of the work. |
| 36 | Excavation of pits and cartage of T&P for lowering of housing assembly. |
| 37 | Scrapping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge with in a distance of 60 meter (200 feet)(SI No.708) |
| 38 | 4cm thick PCC Floor marble chips flooring rubbed and pollished to granolithic finished under layer consisting of 20mm thick cement concrete 1:2:4 (1 cement to 2 coarse sand 4 stone aggregate /crushed graded grit 12.5cm nominal size (and top layer 5mm thick with white or black or gray or mixed marble chips of differents colours of size from 1mm to 4mm nominal size laid in cement in marble powder mixed 3:1 bywith in proportion of 4:7 (4 cement marble powder mixed 7 marble chips by volum, including cutting finishing polishing etc. complete with by volum, including cutting finishing polishing etc. complete with supply of all materials, labour and T&P etc. required for proper completion of the work. Sl No.602 |
| 39 | Providing and fixing glass strips of 5 mm thickness and 5.5 mm deep in joints of floors and skirting at the time of laying floors flush with floor level including supply of all materials labour T & P etc. required for proper completion of the work. (S.I. No.631b). |
| 40 | Providing and fixing top cover for rolling shutter 2.5 mtr. Wide Sl No.522 |
| 41 | Providing and fixing 27.5cm long wire spring grade no 02 for rolling shutter Sl No.521 |
| 42 | Supplying and fixing rolling shutters of approved make of 80x125 mm (3x3.5) gauge cold rolled M.S. laths inter locked throughout their entire length and joined together at the end locks and mounted on specially designed pipe shaft with brackets S.l No.520 |
| 43 | Two coats of white washing i/c supply of all material labour T&P etc. reqd. for proper completion of the work S.I. 672 |
| 44 | Oiling & Greesing o Rolling Shutters |
| 45 | Finishing walls with Putty Two coats approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. (Chapter_15_Item_12) |
| 46 | Painting two coat over one coat readymix paint New surface on steel and other metals surface brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matters sand papering and scraping including cost of all materials, labor and T&P etc. for proper completion of the work.643x2 ver previously painted surface Long Area |
| 47 | 4cm thick 1:2:4 plain cement concrete floor with cement approved couarse sand and 2cm gauge stone shingle laid in pannels finished with 3mm floating coat of cement of cement and marble dust in ration of 5:1 as spacificationincluding supply of all materials, labour and T&P etc. requred for proper completion of the work. Sl No.605 |
| 48 | Supply & fixing of 4 cm thick comercial sitapur ply flush door wooden cleats stopers and including fixing and adustment of hinges bolts locks handles spriing and other fitting but excluding their supply and including painting with two coats and black Japan own all iron fitting it necessary including fixing the glass with putty brades glass to be 4mm thick fitting it necessary including fixing glass with putty brades glass to be 4 mm thick fitting with necessary screws to be supply by the deptt. S.l No.470(b) 32mm thick |
| 49 | Providing fixing glass panes 5mm thick with putty and brades including cost of labour T&P required for proper completion of the work. Chapter No.19 New item No.3(a) |
| 50 | Supply and fixing 15mm dia C.P. Brass Bib cock ISI mark including supply of all material T&P required for proper completion of the work. Chapter No.22 Item No.18:49:1 |
| 51 | Supply and fixing 15 mm dia PVC connection with brass union including all material T&P required for proper completion of the work. (600 mm long Alg Ch.21/139 |
| 52 | Supply and fixing 630X450 cm size white china make of approved quality washbesin. With RS or CI bracket and C.P. grass chain with robber plug 32mm dia, waste pipe and PVC connection including all material T&P required for proper completion of t he work. Sl No.306 (17.25-1) Size 630 X 450 mm |
| 53 | Providing and fixing W.C. white glazed pane 58 cm of approved make quality and make including 12.5 liter low level cistern and also including flush pipe foot rest including supply of all material labbour T&P required for completion of the work. Size 580X440 mm (17.1.1) |
| 54 | Providing and fixing low density polythene wither storage tank liter S. NO.231 |
| 55 | Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers,including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead,including its loading, unloading, carriage and all labour andT&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. |
| 56 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 57 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 58 | Providing and applying tack coat with bitumen VG-10 gradeusing bitumen distributor at the rate of 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 59 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by manual means composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumenbitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coatas per Technical Specification Clause 508. |
| 60 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 61 | M- 150 brick work in 1:4 cement and approved Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. Required for the proper completion of the work. (SI. No. 305) |
| 62 | Cement concrete with 2.00Cm gauge approved stone grit, approved coarse sand & cement in the proportion of 4:2:1 including supply of all mateirals, labour and T&P etc. Required for the proper completion of the work.(S.I. 279A) |
| 63 | Supply and fixing 80 mm thick precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658- 2006 with a 4 cm thick layer of fine sand including cost of material, labour, T & P TAXES etc required for proper completion of the work as directed by Enginner-in-charge. (1) Grey Color. Chapter-23 Item No.5 |
| 64 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavementas per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. as per new Item 4og Ch 20 |
| 65 | Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total work amount of Item 1 to 10 Maintainance of first Year @ 0.00% of Total Work Amount of CC Area |
| 66 | Maintainance of Second Year @ 0.25% of Total work Amount of CC Area |
| 67 | Maintainance of Third Year @ 0.50% of Total work Amount of CC Area |
| 68 | Maintainance of Fourth Year @ 0.75% of Total work Amount of CC Area |
| 69 | Maintainance of Fifth Year @ 1.00% of Total work Amount of CC Area |
