|
| 1 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m etc..,as required and as directed by the Engineer-in-charge complete. |
| 2 | Demolishing cement concrete Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead etc..,as required and as directed by the Engineer-in-charge complete. |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead etc..,as required and as directed by the Engineer-in-charge complete. |
| 4 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m etc..,as required and as directed by the Engineer-in-charge complete. |
| 5 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials |
| 6 | Supplying and filling in plinth with Manufactured sand derived from recycled concrete aggregate (RCA) underfloors including watering, ramming, consolidating and dressing etc..,as required and as directed by the Engineer-in-charge complete. All labour and materials |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement Concrete of M25 grade with minimum cement content of 330 kg /cum work for all works upto plinth level; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement Concrete of M30 grade with minimum cement content of 350 kg /cum work for all works upto plinth level; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials |
| 9 | R.C.C M30 mix in precast slabs, fencing post etc.., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position , vibrating, finishing, curing, cost of super plasticizer etc.., including necessary (Boxing) as required lifting and placing in position etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials ,but excluding cost of reinforcement. |
| 10 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as required and as directed by the Engineer-in-charge,complete. All labour and materials. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement Concrete of M20 grade with minimum cement content of 270 kg /cum work for all works upto plinth level; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 13 | Supply and spreading of moorum or gravel in required thickness etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 14 | Providing and fixing Single socketed pipes of 110mm diameter on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 15 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade on new work (Two or more coats applied @ 1.67 ltr/ 10 sqm over and including priming of coat of exterior primer applied at 0.90 lt/10 sqm etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 17 | Construction of dry lean cement concrete 1:3:6 nominal mix, sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio as per IS - 456 aggregate gradation after blending to be as per specifications, cement content not to be less than 220 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 18 | Construction of un-reinforced,dowel joint plain cement pavement quality concrete (PQC) M-35 mix over a prepared sub base with approved grade of cement @ 400kg of per m3 coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudnal joints, joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, curing compound admixture for workability, crystalline admixture for durability, finishing to lines and grades etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. (Ref.Pg.No.212-214, Sr.No.6.02/602 of standard data book of MoRTH specification for road and Bridge works)-second revision 2019. |
| 19 | Transportation of earth by Meachincal means including loading, unloading, stacking and lead upto 10Km etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 20 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 21 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer etc..,as required and as directed by the Engineer-in-charge complete.All labour and materials. |
| 22 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification as required and as directed by the Engineer-in-charge. |
| 23 | (i)Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 24 | (ii)Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm Please Enable Macros to View BoQ information |
