Military Engineer Services-MES has published Repair To Compound Wall, Chain Link Fencing, Drain, Hard Standing, Inter Locking Tiles Etc And Other Connected B/R Misc Works In Hq 10 Sector Rr Under Age (I) Cif (K). Repair To Compound Wall, Chain Link Fencing, Drain, Hard Standing, Inter Locking Tiles . Submission Date for this Tender is 12-10-2021. Road Work Tenders in SHALATENG Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Oct-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 12-10-2021 |
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in lintels upto 1.50 metres clear span, steps, seismic and other similar bands, coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Plain cement concrete 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in surface channel and drains including necessary formwork,complete all as specified and asdirected by theEngineer-in-Charge. |
| 4 | Demolition of brickwork or stone/boulder masonry, built in cementmortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles including removing of rubish, complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | Stone walling of random rubble with best quality locally available harder stone such as granite, trap or basalt, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | Brick work with sub class `B" bricks straight or curved on plan exceeding 6 metremean radiusbuilt in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge. |
| 7 | Taking down plastering in cementlimeor cement mortoron brick or stone work etc. includingracking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge. |
| 8 | Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:4, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge. |
| 9 | Preparation of newly plastered surfaces of walls and applyingtwo coats of white wash on walls, complete all as specifiedand directed by the Engineer-in-Charge. |
| 10 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | Dismantling timber scantlings under 40 sq. cm in section in fillets, rails, posts, rafters, purlins, etc.,complete all as specified and directed by the Engineer-in-Charge. |
| 12 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting outand removing surplus soil to a distance n.exc. 50m and making good surface in soft/ loose soil , complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregatein walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases), complete all as specifiedand directed by the Engineer-in-Charge. |
| 14 | Supply only chain linkMS galvanised fencing, made out of 4mm dia galvanised iron wire of mesh 100mm x 100mm/ 50mm x 50mm in size, complete all as specifiedas directed by the Engineer-in-Charge. |
| 15 | Fixing only chain link fencing to RCC/mild steel Posts fixed with MS Flat iron and 3 Nos of 10mm dia. MS bars as line wire including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by the Engineer-in-Charge. Note :- MS Flats and round bars to be measured and paid separately under relevent items of this BOQ. |
| 16 | Mild steel work as in hand rails, half round or other stock section or core for wooden hand-rail straight portion, balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 , complete all as specifiedas directed by the Engineer-in-Charge. |
| 17 | TMT steel bars10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specifiedas directed by the Engineer-in-Charge. |
| 18 | Mild steel in flat, round or square bars, in available lengths conforming to Fe-410-W (gde E-250) quality-A,complete all as specifiedas directed by the Engineer-in-Charge. |
| 19 | Mild Steel work in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment, complete all as specifiedas directed by the Engineer-in-Charge. |
| 20 | Mild steel screw bolts (machine made) dia of neck 12mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding 30cm long,complete all as specifiedas directed by the Engineer-in-Charge. |
| 21 | Demolition of stone slabs and tiles, laid bedded and pointed in any mortor of any description or thickness in floors, aprons etc. complete all as specifiedas directed by the Engineer-in-Charge. |
| 22 | Plain cement concrete, 1:2:4, type B-1 using 20mm graded crushed stone aggregate, 40mm thick, as in floors surfaces finished even and smooth with out using extra cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | Machine pressed precast conctete interlocking paver block coloured of selected quality, any shape and sizewith grey cement and no pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade , complete all as specified and directed by the Engineer-in-Charge. |
| 24 | Chequered cement concrete coloured tiles of size 20 cm x 20 cm x 25 mm (2.5Cm) thick (Glosy finished) set, jointedand pointed in neat cement slurryin floors,with grey cement and pigment, laid over and including15mm thick screed bed orbedding layer in cement mortar1:6, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Plain cement concrete, 1:4:8, type D-2 using 40mm graded crushed stone aggregate, 100mm thick,as insub-base of floor/path etc. finishing surfaceseven and fair,complete all as specified and as directed by the Engineer-in-Charge.. |
| 27 | Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | Note:-An amount of Rs. 22,200.00 on account of credit schdule for Sch "A" Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. |
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