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| 1 | Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete) 150mm bore set in cement mortar complete all as specified and directed. |
| 2 | Description all as per Item No 1 above but 200mm dia complete all as specified and directed. |
| 3 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in any type soil complete all as specified and directed. |
| 4 | Material and labourfor PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and directed. |
| 5 | Description all as per Item No 5 above butfor 200mm bore pipe complete all as specified and directed. |
| 6 | Supply and fixing of 150 mm Salt glazed stoneware drain pipes, grade ‘A’laid in trenches and jointedcomplete all as specified and diirected |
| 7 | Supply and fixing of 200 mm Salt glazed stoneware drain pipes, grade ‘A’laid in trenches and jointed complete all as specified and diirected |
| 8 | Demolition of reinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 9 | Material and labourfor 60 mm thick vibromatic reinforced precast cement concrete 1:2:4 (using 20mm graded stone aggregate) with 1mm thick mild steel CR sheet around painted with 2 coats of bituminous paint ,as in man hole cover slabsfinish fair even and smooth without using extra cement ( Top surface will be chequred finish) including necessary form work, 100 mm long handle of 12mm dia round bar counter sunk by 25mm welded to reinforcement completeall as specified and directed by Engr-in-charge (Note : CA No and date will be engraved on covers. Reinforcement shall be measured and paid saperately. Curing will carried out with ponding method) |
| 10 | Supply and fixmild steel TMT bar 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 11 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar or lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 12 | Material and labourbrick work with sub class \"B\"brick straight or curved on plan exc. 6 m mean radius built in cement mortar 1:6complete all as specified and directed. |
| 13 | Description all as per item No 12 above but exceptbricks complete all as specified and directed. |
| 14 | Material and labourfor 15 mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:4, surface finished even and smooth without using extra cementcomplete all as specified and directed. |
| 15 | Material and labourfor Cement concrete 1:2:4 type B-0(using 12.5 mm graded crushed stone agg) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cminheight, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc including demolition of existing PCC complete all as specified and directed. |
| 16 | Material and labourfor PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in surface channels and drains including demolition of existing PCCcomplete all as specified and directed. |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. |
| 18 | Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. |
| 19 | Removing manhole cover and cleaningmanholes of any depth any size including taking out accumulated, soil, sludge any material incl both ends and removal to MD lands and manhole cover refixing after cleaning complete all as specified and directed by Engr-in-Charge. |
| 20 | Sucking out sewage water through sewage tanker from the man hole/septic tank/soakage well in different location and disposal (5000 ltr capacity) of out of MD land as directed by Engr-in-Charge. |
| 21 | Cutting into existing manholes for connecting new drains for 150mm dia making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete al as specified and directed. |
| 22 | Material and labourfor 25 users Septic tanks, exc, in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCCSlab covers includingRCC precastmanhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludgechambers etc. all as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 23 | Material and labourfor 50 users Septic tanks, exc, in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCCSlab covers includingRCC precastmanhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludgechambers etc. all as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 24 | Material and labourfor 100 users Septic tanks, exc, in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCCSlab covers includingRCC precastmanhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludgechambers etc. all as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 25 | Material and labourfor 150 users Septic tanks, exc, in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCCSlab covers includingRCC precastmanhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludgechambers etc. complete all as specified and directed all as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 26 | Material and labourforsoakage wells exc, in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solidin M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab inM-25/ RR masonry / Filling with brickbats, complete of size1.2 M dia X 3.0M deepall as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 27 | Material and labourforsoakage wells exc, in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solidin M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab inM-25/ RR masonry / Filling with brickbats, complete of size1.8 M dia X 3.0M deep all as shown and specified in drawing(Ref TD/217 of CE Bareilly Zone ) complete all as specified and directed. |
| 28 | Material and labourforsoakage wells exc, in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solidin M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab inM-25/ RR masonry / Filling with brickbats, complete of size2.4 M dia X 3.0M deep complete all as specified and directed. Complete shown on(Ref CE Bareilly Zone TD drawing). |
| 29 | NOTE:- Amount of credit ofRs. 51000.00 for retrieved materials is mentioned in Schedule of Credit Page No 17 of tender documents in pdf form which will be deducted offline while acceptance of tender. |
