Municipal Corporation Tender

View complete overview of Chandigarh Municipal Corporation Tender

Municipal Corporation Tender

Works
Eprocure
Opening Date9 Jul 2021
Closing Date16 Jul 2021
Tender AmountRefer Documents 
Notes
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Costs

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Documents
Strengthening rehabilitation of sewerage network near Dera Sahib Gurudwara Manimajra Chandigarh Ch. to 4217 Plan Sewerage
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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Carraige of material by mechanical transport including loading, unloading and stacking upto 3 KM Earth DSR 1.1.2

177

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124

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Providing and Laying Concrete Pavement of CC 1:2:4 of aggregate 40mm in pavements , laid to required slope and camber in panels as required including consolidation finishing and tamping complete.DSR 16.42

45

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4822

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Providing and Laying in position cement Concrete (1:4:8) of specfied grade excluding the cost of centering and shuttering All work upto plinth level. DSR 4.1.8

89

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3764

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2.1.)

52.14

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1200

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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 15.2.2)

52.14

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755

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Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved. 50% of Qty. (DSR 15.60)

52.14

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112

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Providng, lowering in trenches to correct gradient and alignments, jointing with tytone rubber joint and cutting of RCC S/S pipes and specials rubber rings ISI marked as per ISI marked code IS : 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer- in- Charge. (NS) 300 MM

30

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1145

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(NS)400 MM

242

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1523.21

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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 and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 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)

99

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330

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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 dia (EHD-35) (DSR 19.19.4.1)

15

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1800

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand), finished with a floating coat of neat cement and making necessary channel for the drain etc. complete.For pipes 350 to 450 mm diameter (DSR 19.21.3)

2

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700

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Constructing brick masonry rectangular Manhole chambers to standard design and drawing on SW pipe sewer upto required depth. 300 mm dia pipe sewer (Avg. Depth = 2.10 m) (NS)

1

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-

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400 mm dia pipe sewer (Avg. Depth = 2.70 m) (NS)

1

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-

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil (DSR 2.6.1)

236.05

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176

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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 fine sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.11)

16.56

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3540

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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)

66.87

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5200

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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 4.1.3)

20.46

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4395

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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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). (DSR 5.3)

8.52

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5400

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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster (DSR 13.9.1)

288.82

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236

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3)

26.4

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470

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6 mm cement plaster of mix :'1:3 (DSR 13.16)

26.4

-

150

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars (DSR 5.22.6)

1023.88

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65

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Extra Benching (NS)

26.4

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35

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Supplying and filling sand under road crossing including carriage etc. complete in all respects as per the entire satisfaction of the in charge. ( DSR 2.27)

89

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950

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Restoring of Water Connections coming in the alingment of proposed pipe sewer including excavation GI pipe and specials etc. as per satisfaction of the Engineer in Charge. (NS)

35

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1000

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Making temporary plug in running sewer line including cost of sand bags etc complete in all respects to the entire satisfaction of the Engineer in Charge for sewer lines of following sizes. (NS)

30

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500

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Making connection of existing sewer lines of 200mm dia with proposed 400mm dia new sewer Detail given as under:-

1

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-

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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 No. 2.8.1

100

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185

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2.1.)

10

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1200

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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)

50

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460

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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 (DSR 19.2.3)

50

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740

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Making pumping arrangement for temporary disposal of sewerage from exisitng manholes including hiring transportation of Diesel Engine & Disposal pipe, cost of Diesel, Lubricants, labour etc. (NS)

10

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4000

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Repair/ making good of the existing manhole (NS)

10

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500

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Making House Connection with 100mm Dia SW Pipe, in 400mm Dia SW Pipe newly proposed sewer detail given as under:-

1

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-

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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 No. 2.8.1

105

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185

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2.1.)

35

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1200

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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 : 100 mm diameter (DSR 19.1.1)

175

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250

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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 :100 mm diameter S.W. pipe (DSR 19.2.1)

175

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520

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Construction brick masonry inspection chambers/ Lamphole connecting chamber with inside size 0.90 x 0.90 x 2.50 mtr. Detail Given as under:-

1

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-

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil (DSR 2.6.1)

61.02

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175

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Providing and Laying in position cement Concrete (1:4:8) of specfied grade excluding the cost of centering and shuttering All work upto plinth level. DSR 4.1.8

2.34

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3764

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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 4.1.3)

2.52

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4395

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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)

24.48

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5200

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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (DSR 13.1.1)

82.62

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173

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 5.1.3)

2.52

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5000

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars (DSR 5.22.6)

302.4

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65

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Labour for carriage loading and unloading o f RCC pipe 300 mm dia and 400 mm dia store to site (narrow streets) with the held of labour ,rehri,wooden ballies etc . Complete in all respect (NS)

272

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90



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