Public Works Department-PWD has published Construction Of Boundary Wall With Brick Work And M . S . Steel Railing For E Type Quarters At Guru Teg Bahadur Hospital , Shahdara , Delhi . ( Sh Up Gradation Of Footpath And Road Taxi Tracks All Around E Type Qtrs . And Srh . ) . Submission Date for this Tender is 20-12-2019. Footpath Work Tenders in CHMD (East), PWD, GTBH Campus, Shahdara Delhi Delhi. Bidders can get complete Tender details and download the document.
| Name of Work:- Construction of Boundary wall with brick work and M.S. Steel railing for E-Type Quarters at Guru Teg Bahadur Hospital, Shahdara, Delhi. (SH:- Up-gradation of footpath and road/ Taxi Tracks all around E-Type Qtrs. and SRH.) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | Item1 | ||
| 2 | 1.1 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | Item2 | 1 | cum |
| 3 | 1.2 | 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Item3 | 30 | cum |
| 4 | 1.3 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | Item4 | 9 | cum |
| 5 | 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | Item5 | ||
| 6 | 2.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item6 | 5 | cum |
| 7 | 3 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. | Item7 | ||
| 8 | 3.1 | Red sand stone | Item8 | 420 | sqm |
| 9 | 3.2 | White sand stone | Item9 | 180 | sqm |
| 10 | 4 | 12 mm cement plaster of mix : | Item10 | ||
| 11 | 4.1 | 1:6 (1 cement: 6 coarse sand) | Item11 | 45 | sqm |
| 12 | 5 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | Item12 | ||
| 13 | 5.1 | Two or more coats on new work | Item13 | 225 | sqm |
| 14 | 6 | 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. | Item14 | 28 | cum |
| 15 | 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). \nNote:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. | Item15 | ||
| 16 | 7.1 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | Item16 | 80 | cum |
| 17 | 8 | 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). | Item17 | 23 | cum |
| 18 | 9 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Item18 | 15 | sqm |
| 19 | 10 | Taking out existing kerb stones of all types from footpath/ central verge, including stacking & disposal of material to the dumping ground, for which payment shall be made separately as per direction of Engineer-in-Charge. | Item19 | 490 | mtr. |
| 20 | 11 | Less for on the amount Based on DSR-2014 Items | Item20 | 1.42136e+06 | percentage |
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