| 1 | O | - | 63.61 | 1Cum | 212.25 | 13501.00 |
| Carting the excavated earth to a lead of 15 KMS including Labour chargess for loading and unlosding, Transportation etc. complete as per specification |
| 2 | O | - | 64.00 | 1Nos | 316.00 | 20224.00 |
| Providing and fixing of Molded Shanks Raised Pavement Markers (Road studs) made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providign total internal relection of the light entering the lends face and shall support a load of 16000 kg tested in accordance with and confirming to ASTM D4280 Type H and complyign to specifications of category A of gouidelines issued by MORTH circular no RW/NH-33023/10/97/DO III Dt:11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area on each retoreflective surface shall not be less than 13 sqcm on each side adn the slope to the vbase shall be 35+/-5 degree. The strength of etatchment of the integrated cylindrical shanks (of dia maeter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 700kgs. Fixign will be by driling holes on the road for the twin shanks to go inside, without nails and usign epoxy resin based adghesive as per manufacturer\s recommendation and with all leads and lifts, loading , unloading charges, site clearance etc and complete necessary for successful completion of hte work as directed by the Engineer-in-charge |
| 3 | O | - | 148.50 | 1Sqm | 702.00 | 104247.00 |
| Supply and application of hot applied thermoplastic road marking compound at 250mm thick inc. reflectorising glass beads @ 250gms with reflecting glass beads, exclusive of surface applied glass bead as per IRC:35, the material should be of ASIAN/BERGER/Equivalit must comply with a) white index fo r the proeduct should be in the range of 60-70 when measured against std. reference B) luminon factor of the material should be in the range of 80-85% at 45 C as per AASTHON 249 c) Crack restore. d) adhesion-strong e) safteny point 102C f) dried filling finish smooth and uniform g) night vision: High as directed by the Engineer-in-Chief carfying to IS 164-1961 and comfirming to IRC 35-1997 |
| 4 | O | - | 360.00 | 1Sqm | 131.80 | 47448.00 |
| Painting with Synthetic Enamel paints - Two Coats including cost and conveyance and labour charges etc., complete as per standred specification. Old wood work & New iron work |
| 5 | O | - | 90.00 | 1Kgs | 71.85 | 6467.00 |
| Supply and fixing of 2\" dia SS handle for railing as per IS 304 |
| 6 | O | - | 6.00 | 1Nos | 7432.00 | 44592.00 |
| Providing and fixing Village name board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge. |
| 7 | O | - | 1500.00 | 1Kgs | 71.85 | 107775.00 |
| Providing MS pipe railing using stainless steel pipe of grade 304 hand railing upto 1.20m height, with top railing of 40mm dia pipe & middle railing of 25mm dia and verticals with 40mm dia at an interval not more than of 1.00m cost and conveyance of labour charges for fabrication of stainless steel railing works using stanless steel welding rods including buffing, polishing, lacquer finishing to present seamless |
| 8 | O | - | 40.00 | 1Nos | 1200.00 | 48000.00 |
| Supply & fixing of Bullords including cost and conveyance of all materials to site, sales and other taxes, incidental, operational and all labour charges etc., and complete finished item of work |
| 9 | O | - | 650.00 | 1Sqm | 181.00 | 117650.00 |
| Labour charges for laying and fixing of Pre-cast concrete blocks for pvaing of all Grades, any thickness, alls hapes and sizes including labour charges for loading and unloading, laying to designed lines and levels etc complete as per Technical Sanction. |
| 10 | O | - | 650.00 | 1Sqm | 874.00 | 568100.00 |
| Supply of precast concrete blocks for paving of M- 40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer\s specification |
| 11 | O | - | 56.00 | 1Cum | 4493.15 | 251616.00 |
| Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. excluding centering charges complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads. |
| 12 | O | - | 147.20 | 1Cum | 258.55 | 38059.00 |
| Filling with good Gravel soil, including supply and delivery of good gravel for filling, including cost of gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers. |
| 13 | O | - | 1150.00 | 1Nos | 54.20 | 62330.00 |
| Fixing of Pre-cast RCC kerbing blocks true to its alignment as specified by the Dept.to form divider including pointing with cement morter (1:3) prop. cost and conveyance of all materials like cement sand water etc., to site, seigniorage charges, curing all taxes and labour charges for mixing complete for finished item of work. |
| 14 | O | - | 1150.00 | 1Nos | 200.00 | 230000.00 |
| Supply of Pre-cast CC blocks for kerbing made with rubberized moulds of M30 grade Design mix with 350 kgs Cement / Cum. Of concrete, 20mm to 6mm nominal size (SS 5) Hard Granite machine Crushed metal @ 0.80 Cum/cum. Of concrete and sand @ 0.40 Cum/cum. of concrete for RCC works including cost and conveyance of all materials like cement Sand Coarse Aggregate Water etc., to site, Seigniorage Charges, all taxes and labour charges for mixing, laying Concrete, tamping, vibrating, lifting, curing finishing top surface including hire charges of machinery and vibrator complete for finished item of work. and transportation of precast blocks from casting site to work site of each 0.60m length (CC block as per design & specification etc., complete excluding VAT. |
| 15 | O | - | 16.00 | 1Cum | 612.40 | 9798.00 |
| Dismantling of existing structures like concrete, grade M15 and above including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Mechanical means in Cement concrete grade M-15 & M-20) |
| 16 | O | - | 47.61 | 1Cum | 992.00 | 47229.00 |
| Cutting open B.T. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge. |
