Tender For Urgent Repair Of Sudden Damaged 38 X 57 And 24 X 36 Egg Shaped Sewer At Light Point Of Sector 33/45 (33 Side) And Near Shop No. 40, Gali No.4, Phirni Road Village Burial Chandigarh Falling Under The Jurisdiction Of Sde Mcph Sub Division No
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Project Description
Tender for Urgent Repair Of Sudden Damaged 38 X 57 And 24 X 36 Egg Shaped Sewer At Light Point Of Sector 33/45 (33 Side) And Near Shop No. 40, Gali No.4, Phirni Road Village Burial Chandigarh Falling Under The Jurisdiction Of Sde Mcph Sub Division No. 18, Chandigarh (Ch. To: Revenue Head) Amount: Rs. 13,34,788/- ; Earnest Money: Rs. 26,696/- ; Time Limit: 01 Month;
BOQ
| Sl. No. | Item Description |
| 1 | Providing services of JCB (back hoe loader/ i/c operator & diesel) mechanized at site complete in all respect as per satisfaction of EIC including the driver, cost of diesel & operator(NSI) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No 15.2.1) |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR 15.7.4) |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(DSR 15.3) |
| 6 | 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 and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.(DSR 2.8.1) |
| 7 | Excavation as per item no 2.8.1 and Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials Depth 1.50m to 3.0 mtr depth (DSR 2.8.1 + 2.26.1) |
| 8 | Excavation as per item no 2.8.1 and Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials Depth 3.0 mtr to 4.5 mtr depth (DSR 2.8.1 + 2.26.1) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) (DSR 4.1.10 A) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal sizederived from natural sources) (DSR 4.1.4) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 12 | 12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) (DSR 13.7.2) |
| 13 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture’s permanent dentification mark to be visible even after fixing, including fixing in manholes with 30 x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.(DSR 19.16) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 15 | Steel 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. (DSR 5.22.6) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(DSR 5.3) |
| 17 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter (DSR 19.19.3.1) |
| 18 | Providing services of dewatering pupms sets duly fitted with diesel engine including cost of diesel suction pipe etc complete in all respects to the entire satisfaction of the EIC.(NSI) |
| 19 | Plugging & diversion of Sewer /SWD line to safe carry out the cost of sand baggs,wooden planks, balis etc. cpmplete in all respects (24\\" X 36\\") CBD (NSI) |
| 20 | Working under foul position under the depth of line including stacking meterials complete in all respects as per the entire satisfaction of EIC.(NSI based on DSR) |
| 21 | Carriage of material by mechanical transport including loading, unloading and stacking earth Approx 60% above of item DSR lead up to 2 Km complete in all respect (DSR 1.1.2) |
| 22 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter (DSR 19.1.3) |
| 23 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipe ( DSR19.2.3) |
| 24 | 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.( DSR 2.25) |
| 25 | Extra for cutting through mettaled roads and their foundations including sorting and screening and stacking the stone matel at sight of work to the entire satisfaction of EIC (NSI) |
| 26 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27) |
| 27 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR No 10.25.2) |
| 28 | Recovery against old meterials for reuseble bricks |
| 29 | Recovery against old TMT Bars Please Enable Macros to View BoQ information |
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