Delhi Development Authority Tender
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Delhi Development Authority - DDA Tender
Eprocure
Opening Date1 Jun 2019
Closing Date7 Jun 2019
Tender Amount₹ 20,97,030
Costs
EMD
₹ 41,941Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
C/o 3 Nos. Additional Clover Leaves At Sarita Vihar Flyover I/c Slip Roads/approach Roads, Bridge, Foot Path, Cycle Track And Underpass (rub) To Connect Road No.13-a To Road No.13.
Description
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Contact
Tender Id
2019_DDA_474501_1Bid Award Id
ViewTender No
07/EE/FOD-4/DDA/2019-20Tender Authority
Delhi Development Authority ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
NIT for Providing and Fixing Road inventories and laying of SFRC covers on underpass drains, drain covers in footpath and other misc works in scheme area
Tender Document for Providing and Fixing Road inventories and laying of SFRC covers on underpass drains, drain covers in footpath and other misc works in scheme area.
BOQ Items
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.
540
-
-
Laying old cement cocrete 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
215
-
-
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made of C&D waste by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand
etc. all complete as per the direction of Engineer-in-charge.
325
-
-
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.
100
-
-
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)
100
-
-
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).
22
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a). 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2
-
-
b). 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
6.5
-
-
Providing & fixing in position precast RCC drain covers 100 mm thick made with M-25 grade concrete, i/c reinforcement in both ways, 1.8 mm thick M.S. Sheet all around the cover painted with black japan bituminous paint. Lift arrangement all complete as per directions of Engineer-in-Charge.
128
-
-
Providing & Fixing traffic bollards consisting of ABS central verge having reflector with yellow and black colour base and spring post on top to be fixed on road base surface as per procedure recommended by manufacturer. Instructions, all as per direction of Engineer-in-charge.
80
-
-
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.
27
-
-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
5
-
-
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
1480
-
-
P/F rigid/unbreakeable delenator on bituminous or cement road as per requirement and sketches issued by CRRI for list of roads safety devices and of approved make as per direction of Engineer-in-charge.
40
-
-
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