|
| 1 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)Note - In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted. inclunding |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Royalty etc@ Rs. 27.48 per cum. |
| 3 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-IIIMaterial |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCCM15 |
| 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil (i) up to 3 M depth(11.1 - i ) |
| 6 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (14.1) |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(11.4- !!-i) |
| 8 | Stone masonry work in cement mortar in Random Rubble Masonry (1:3) foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 (11.6 - !!!-i) |
| 9 | Stone masonry in cement mortar forin Random Rubble Masonry (1:3) substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (11.4 - !!!-i ) |
| 10 | Plain/reinforced cement concrete RCC grade M20 in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (12.5 - iii) |
| 11 | Providing and laying reinforced cement concrete RCC M25 in superstructure (deck slab) as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (13.1 - ii ) |
| 12 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (13.5) |
| 13 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9) |
| 14 | providng 25mm thick C.P. (1:4) with approved quality of sand of requisite FM washed and screened including curing, scaffaolding wherever necessary and its removal, royalty and all taxes etc. all complete job as per specification and direction of E/I. (6.5.5) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Clauses 1002, 1010 and 120 (13.2) |
| 16 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift, leveling ramming the foundation trenches, removing roots of treesshrubs all complete as per approved design, building specification and direction of E/I. |
| 17 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I.(Mode of measurement compacted volume) |
| 18 | Providing designation 75-B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement :2 coarse sand (zone- lll) : 4 graded stone aggregate 40 mm nominal size |
| 20 | Providing designation 75 B brick work in C.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 21 | Providing 12 mm think, cement plaster (1:6) on inside walls with clean coarse sand of F.M 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I. |
| 22 | 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent. |
| 23 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 24 | (a) Cement lead 32 km |
| 25 | (b) Steel (lead- 32 K.M) |
| 26 | (C) Sand (lead-14 K.M.) |
| 27 | (d) Stone Chips (lead-14 KM) |
| 28 | (e) Stone Boulder (Lead-14 K.M.) |
| 29 | (f) Dust (Lead-14 K.M.) |
| 30 | Goods & Services Tax (G.S.T.) - 18% |
| 31 | Labour Cess - 1% |
