Construction Of Rcc Plat Form With Hydrant Post In / C Required G.I Fittings For Fhtc In Different Places Under Dws Sub-Division, Teliamura ( Group-Ii ) Construction Of Rcc Plat Form With Hydrant Post In / C Required G.I Fittings For Fhtc In Different
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Construction Of Rcc Plat Form With Hydrant Post In / C Required G.I Fittings For Fhtc In Different Places Under Dws Sub-Division, Teliamura ( Group-Ii ) Construction Of Rcc Plat Form With Hydrant Post In / C Required G.I Fittings For Fhtc In Different Places Under Dws Sub-Division, Teliamura ( Group-Ii )
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 2 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 4 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 5 | Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 7 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 8 | Neat cement punning. |
| 9 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work. |
| 10 | i. 15 mm dia. nominal bore |
| 11 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 12 | ii. 15 mm dia 150 mm long |
| 13 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. |
| 14 | i. 15 mm dia |
| 15 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 16 | i. 15 mm dia |
| 17 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 18 | i. 15 mm dia |
| 19 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 20 | i. 15 mm dia |
| 21 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be |
| 22 | i. 15 mm dia |
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