Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Nov 2023
Closing Date2 Dec 2023
Tender Amount₹ 59,19,826
Costs
EMD
₹ 1,18,397Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWD_250596_1Bid Award Id
ViewTender No
61/EE/PWD Divn. South Road-II/23-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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Documents
BOQ Items
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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
405
13122
32.4
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
729
79206
108.65
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
-
-
-
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In cement mortar
32
54350
1698.45
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Concrete of M10 grade with minimum cement content of 220 kg /cum
141
1132681
8033.2
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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.
-
-
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
11
94749
8613.55
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer-in- Charge.
-
-
-
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Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :
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-
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Disposal of building rubbish/malba/ similar unserviceable dismantled or waste materials by mechanical means including loading, transporting and unloading the same at C & D Waste Management Site near Jahangir Puri Safai Karmchari Quarters at Burari Plant, including weighing at plant etc. complete as per direction of Engineer-in-charge. Weighing and unloading at the plant shall be as per procedures/ rules of the Plant Management. The rates are inclusive of all operation, labours, leads and lifts from site of work to the C & D Waste plant. (Processing fees at prescribed rate of C & D waste Management plant at will be deposited by the agency and shall be reimbursed by the department on production of only original cash receipts).
459
241356
525.83
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All kinds of soil
875
93625
107
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H D - 20
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-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
45
299621
6658.25
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
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-
-
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All kinds of soil
24
3576
149
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1440
129096
89.65
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
15
158954
10596.95
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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:
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-
-
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All works upto plinth level
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-
-
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Add for increase GST 12% to 18% @ 0.0633 On DSR Items (Except Item No. 21) 5581777 - 241356 = Rs.53,40,421/-
1
338049
338049
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All kinds of soil
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-
-
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
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-
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
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-
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All works upto plinth level.
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-
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost).
292
105792
362.3
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
64
128454
2007.1
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Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
162
14718
90.85
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Concrete of M25 grade with minimum cement content of 330 kg /cum
18
156308
8683.8
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Circular shape 560 mm internal diameter
45
67239
1494.2
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EHD – 35
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-
-
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:
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-
-
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Circular shape 560 mm internal dia
5
9411
1882.2
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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
134
61385
458.1
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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.
-
-
-
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Add Cost Index @7% On DSR Items (Except Item No. 21) 5232404 - 241356 = Rs.49,91,048/-
1
349373
349373
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450 mm dia. R.C.C. pipe
134
198528
1481.55
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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-
-
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
-
-
-
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60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
1837
1712727
932.35
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