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| 1 | Item No. 1 :- Construction of diversion road for safe vehicular traffic. |
| 2 | Item No. 2 :- Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 3 | Item No. 3 :- Removing Np-2 and Np-3 class pipes including stacking at road side as directedby the Engineer in charge. Upto 900mm dia. etc complete |
| 4 | Item No. 4 :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary anddisposing off excavated stuff as directed etc. complete. |
| 5 | Item No. 5 :- Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift |
| 6 | Item No. 6 :- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cmthick including hand packing and compacting etc. complete. |
| 7 | Item No. 7 :- Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works andpumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Enginner will be necessary ) |
| 8 | Item No. 8 :- Providing and laying plain in situ / ready mix M-15 cement concrete of trap/granite /quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete Mixer |
| 9 | Item No. 9 :- Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite /quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m |
| 10 | Item No.10 :- Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand /VSI sand finely washed etc ) |
| 11 | Item No.11 :-Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. |
| 12 | Item No.12 :- Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc |
| 13 | Item No. 13 :- Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 14 | Item No. 14 :- Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 15 | Item No. 15:- Providing tar paper bearing including laying in proper position etc. complete. |
| 16 | Item No. 16 :- Providing railing of cast in situ R.C.C posts with (M-20) cement concrete trap / granite / quartzite / gneiss metal size 150 mm x 150 mm x 1.240 mm and horizantal 3 nos. atdistance 370 mm C/C and bottom bar 150 mm above kerb as per the detailed drawings (including cost of reinforcement) scaffolding,steel centering, plywood/steel formwork etc. omplete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed). |
| 17 | Item No. 17 :- Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 18 | Item No. 18 :- Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 19 | Item No. 19 :- Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 20 | Item No. 20 :- Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete. |
| 21 | Item No. 21 :- Providing and laying in situ / ready mix M20 CC of trap/ granite/quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc.complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finelywashed etc ) |
| 22 | Item No. 22 :- Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 23 | Item No. 23 :- Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
| 24 | Item No. 24 :- Providing 900 mm dia NP-2 clas pipe and laying in proper line and level complete.. |
| 25 | Item No. 25 :- Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm ncluding painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. |
| 26 | Item No. 1 :- Laboratory testing charges for various materials required for item of work on the basis oftesting frequency and charges fixed by Vigilance and Quality Control Circle Pune. etc. complete. |
| 27 | A) Cement |
| 28 | Basic Test |
| 29 | B) Aggregate |
| 30 | Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 31 | Sieve Analysis |
| 32 | C) Fine Aggregate |
| 33 | Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 34 | D) Mix Design |
| 35 | E) Concrete |
| 36 | Compressive Strength |
| 37 | F) Steel. |
| 38 | Up to 16 mm diameter (set of 3 bars) |
| 39 | Above 16 mm diameter ( Set of 3 bars ) |
| 40 | Item No. 1 :- Payment towards Royalty charges if Contractor produce original challan/pass. |
| 41 | Laterite Metal |
| 42 | Soil Please Enable Macros to View BoQ information |
