Public Works Department-PWD has published Installation Of Speed Calming Measures ( Table Top ) Below Wazirabad Flyover And Approaches Of Signature Bridge And Repairing Of Damaged Footpath And Toe Wall Below Wazirabad Flyover And Providing/Fixing Sfrc Railing Under Sub Division-1 .. Submission Date for this Tender is 03-06-2021. Road Work Tenders in Wazirabad Flyover Delhi. Bidders can get complete Tender details and download the document.
| Name of Work :- Installation of speed calming measures (table top) below Wazirabad Flyover & approaches of signature bridge and repairing of damaged footpath & toe wall below Wazirabad Flyover and providing/fixing SFRC Railing under Sub Division-1, C&ND-Roads Division, New Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. | |||
| 2 | 1.1 | All kinds of soil | 138 | Each | |
| 3 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 4 | 2.1 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 12 | cum | |
| 5 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||
| 6 | 3.1 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | 154 | Sqm | |
| 7 | 4 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. | |||
| 8 | 4.1 | All works up to plinth level. \n\nM-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 170 | Cum | |
| 9 | 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||
| 10 | 5.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 160 | Cum | |
| 11 | 6 | 15 mm cement plaster on rough side of single or half brick wall of mix: | |||
| 12 | 6.1 | 1:4 (1 cement: 4 coarse sand) | 495 | Sqm. | |
| 13 | 7 | 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. | 41 | Cum | |
| 14 | 8 | 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 50 m initial lead, for all leads including all lifts involved. | 248 | Cum | |
| 15 | 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing | |||
| 16 | 9.1 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 7 | Cum | |
| 17 | 10 | 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 madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 854 | Sqm | |
| 18 | 11 | 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 thejoints 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). | 513 | Sqm | |
| 19 | 12 | 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). | 500 | Mtr. | |
| 20 | 13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade | |||
| 21 | 13.1 | Two or more coats on new work | 1050 | Sqm. | |
| 22 | 14 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, 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. | 222 | Sqm. | |
| 23 | 15 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : | |||
| 24 | 15.1 | Red sand stone - Exposed face fine dressed with rough backing 30 mm thick | 630 | Sqm. | |
| 25 | 16 | Dismantling 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. | |||
| 26 | 16.1 | bituminous road | 1205 | Sqm. | |
| 27 | 17 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but , excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) | |||
| 28 | 17.1 | All works upto plinth level | 85 | Cum | |
| 29 | 18 | 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 | 540 | Each | |
| 30 | 19 | Providing and fixing 10x10x7.50 cm Delhi Quratzile stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. | 1205 | Sqm | |
| 31 | 20 | Add 16.64% Cost Index | 1 | Job | |
| 32 | 21 | Minus @9.50% as per Delhi Govt. Order | 1 | Job | |
| 33 | 22 | Providing and applying 2.0 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications | 73 | Sqm | |
| 34 | 23 | Providing & Fixing in position and true to line and level pre-fabricated SFRC railing (M-35 mix) and each panel having ingraved manufactures trade mark reinforced with 8mm dia tor steel not weighting less than 3.7 kg and 0.5 percent of steel fiber by volume of concrete, smooth finished of over all size (1.00m width x 1.50 m heighting x 65mm thick) including excavating holes of required size and embedded in CC block of required size all complete of approved make as per direction of Engineer-in-Charge (Payment of CC block shall be made separately) | 700 | Sqm | |
| 35 | 24 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x60mm thick of factory made cement concrete of M-35 grade made by block making machine with stron vibrating compaction of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 50mm thick base of fine sand in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | 120 | Sqm |
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