Military Engineer Services-MES has published Repair To Sewage System, Perimeter Wall, Fencing, Firing Range, Hard Standing In Tech Area At Af Stn Jaisalmer Repair To Sewage System, Perimeter Wall, Fencing, Firing Range, Hard Standing In Tech Area At Af Stn Jaisalmer. Submission Date for this Tender is 20-12-2021. Sewerage Construction Tenders in GE (AF) Jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Dec-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 20-12-2021 |
| Sl. No. | Item Description |
| 1 | Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc or for shafts, wells cesspits, manholes, pier holes etc or not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and directed. |
| 3 | Removal of excavated soil/ material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point complete all as specified. |
| 4 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:1 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.50m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 5 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:1 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 1.50m but not exceeding 3.00m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 6 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:1 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 3.00m but not exceeding 4.50m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 7 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:1 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 4.50m but not exceeding 6.00m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 8 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:3 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.50m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.0 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 9 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:3 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 1.50m but not exceeding 3.00m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 10 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:3 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 3.00m but not exceeding 4.50m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 11 | Forming embankments including raising (or lowering) for firing range with screened sand saw dust in the mixture of ratio 1:3 passing from 2.18mm screen, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., exceeding 4.50m but not exceeding 6.00m high from base including supply of approved sand and saw dust including excavation and removal of sand and saw dust outside Air Force campus exceeding 5.00 KM but not exceeding 10.00 KM from work site etc complete all as specified and as directed. Note:- Quantity shall be calculated based on finished measurements and no deduction in quantity for compaction shall be applied for payment purpose. |
| 12 | Squared rubble walling, Jodhpur type regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including demolition of brick work or stone/boulder masonry built in cement mortar complete as specified and directed. |
| 13 | All as per serial item No. 12 here-in-before but except stone complete all as specified and directed. |
| 14 | Extra over stone walling for hammer dressingwith maximum dipression on face from sraight edge held against the dresses surface n exc 20mmand dressing of face beds and joints as specified to square rubble walling, jodhpur type, brought upto courses complete all as specified and directed. |
| 15 | Demolition of plain cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed. |
| 16 | 75mm thick Plain Cement Concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as floor and plinth protection, finishing surface even and smooth without using extra cement complete all as specified and directed. |
| 17 | Demolition of reinforced cement concrete of any description and in any position and floors as chajjas, roof projections in portions ordered etc (including cutting of reinforcement cut as required to facilitate demolition) all as specified & as directed. |
| 18 | Providing Precast Cement Concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in landing cover slab (for manholes) and similar articles with plain faces including use and waste of formwork as required and set in cement and sand mortar (1:6) complete all as specified & directed. |
| 19 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for 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 specified. |
| 20 | PCC (1:4:8) Type D-2 (using 40mm graded stone aggregate) as in foundations for concrete post/struts complete all as specified and directed. |
| 21 | Plain cement concrete (1:2:4) Type B-1 (using 20mm graded stone aggregate) as in surface channels, drains and benching for manholes finished even and smooth etc complete all as specified and directed. |
| 22 | Plain cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping and like including weathering slightly rounded or chamfered angles and throating and necessary formwork as required and finishing the top surface of concrete even and smooth without using extra cement complete all as specified and directed. |
| 23 | 15mm thick internal plaster in cement and sand mortar (1:6) on other than of fair faces of brick work or concrete surfaces or stone masonry surfaces of wall finished even and smooth complete all as specified and directed. |
| 24 | 10mm thick internal plaster in cement mortar (1:4) on fair faces of brick work or concrete surfaces of wall, finished even and fair without using extra cement including taking down old cement plaster, complete all as specified and directed. |
| 25 | Reinforced concrete pipe, 150mm bore class NP2, laid and jointed complete with collars and including demolition and breaking up drain pipes 150mm dia (salt glazed ware AC or reinforcement concrete set in cement mortar complete all as specified anddirected. |
| 26 | PCC 1:4:8 type D-2 using 40mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe all as specified and as directed. |
| 27 | 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base of flooring finishing cement concrete surface fair and even complete all as specified and directed. |
| 28 | Machine pressed factory made rubber moulded precast concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 60mm thickness, M-35 grade with grey cement with pigment over and including 25mm thick machanicaly compacted thickness of sand bedding below paver tiles laid to required level & slope complete all as specified and directed. |
| 29 | Factory made chequered cement concrete tiles, 25cm x 25cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with mixture of grey cement and pigment over and including 15mm thick screed bed in cement and sand mortar 1:6 complete all as specified and directed. |
| 30 | Cleaning of manhole of any capacity or description but depth not exceeding 1.00 metre including pumping out fluid or sludge, cleaning of sludge from manhole, placing the cover of manhole in same position and removing the sludge in covered van/trolley out side the Air Force comp area, complete, all as directed and directed. |
| 31 | Cleaning of sewage line of 100mm/150mm bore by roding and flush water in line after roding to clean the line complete all as specified and directed. |
| 32 | Cleaning of septic tank of 100 users capacity by balling out taking out sludge and removing the sludge to a distance exceeding 1.50 Km but not exceeding 2.00 Km from the Air Force camp area including removing stone patti/RCC cover slab and refixing the same position complete all as specified and directed. |
| 33 | All as per serial item No. 32 here-in-before but 50 users complete all as specified and directed. |
| 34 | All as per serial item No. 32 here-in-before but 25 users complete all as specified and directed. |
| 35 | All as per serial item No. 32 here-in-before but 10 users complete all as specified and directed. |
| 36 | Removal of blockage in between WC and nahani trap/WC to 1st manhole / floor trap to nahani trap etc. by flexible roding and removal the all dirt upto a distance of 100m complete all as specified and directed. Note : (i) In case a blockage reoccured within 7 days the same shall be removed without any extra cost of the Govt. (ii) Cleaning of line in between manhole where in the blockage remove shall deemed to incl the rate coated. (iii) If contractor failed to clear the blockage within 24 hours from the receipt of complaint, a penalty of Rs. 50/- per day will charge upto 7 days and after 7 days same will be Rs. 100/- till completion of complaint. |
| 37 | Excavating in post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m and making good surface any type of soil complete all as specified and directed. |
| 38 | PCC (1:2:4) Type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 39 | Fixing only mild steel galvanized chain link fencing of any wire mesh including line wires and type of standards rails, straining bolts etc. including provision of binding wire and fixing with MS angle iron fencing post complete all as specified and directed. Note:- Supply only chain link fencing shall be measured and paid for separately. |
| 40 | Supply only mild steel galvanized chain link fencing of wire mess size 100x100mm with weight not exceeding 4 Kg/Sqm complete all as specified and directed. Note:-(i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii) The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly. |
| 41 | Mild steel work of Fe-290 Gde E-165 as in angle iron fencing posts & flat iron drilled and countersunk for boulders running bars, including embedding in concrete and scruing etc, post and struts in fencing including cutting, tops to shape as directed, bent to shape, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. complete all as specified and directed. Note:- The element for fixing of round bars for chain link fencing is included in this item. |
| 42 | Supply only round tie bars 10mm dia conforming to Fe-290 Gde E-165 let in and fixed independantly including hooking ends for securing wire mesh chain link fencing as in bearing bars complete all as specified and directed. |
| 43 | Galvanised 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins fixed as in repair complete all as specified and directed. Note:- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment. |
| 44 | Prepariation of newly steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 45 | Dismantling posts or struts (Wood, steel or RCC) any section embedded in concrete including taking out embedded portion and making good disturbed ground complete all as specified and directed. |
| 46 | Dismantling fencing wire mesh of any type of any description fixed to any type of chain link fencing posts complete all as specified and directed. |
| 47 | Preparation of newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed. |
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