Military Engineer Services-MES has published Tender For Cleaning And Upkeep/ Repair Of Sewage Lines, Manhole, Traps, Septic Tank, Sokage Well, Fencing, Drain And Compound Wall With Jallies In Ajmer Mil Stn. Submission Date for this Tender is 30-05-2024. Drainage Tenders in nasirabad Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-May-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 30-05-2024 |
| FileName | File Description | File Size |
| 0b50b7c4-dc39-41df-8bf6-461e4f07bf96.html | Tender Notice | 0 KB |
| BOQ_730147.xls | Tender Document | 0 KB |
| GeneralPages8442.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | M&L for Cleaning blockage of any type of sewage line ie branch sewer line, main sewer line etc, manholes of any size and depth, in any situation by way of cleaning/desludging by manually or mechanically or by way of any other suitable means including foreign materials as well as rodding (full through) of sewer lines and between the blocked manholes in RMS Campus & Unit Area (Married and OTM Accn) under AGE B/R-I, Ajmer Mil Stn and keeping the sewage line all time functional; cleaning traps, water closet, soil waste/vent pipe, gully traps/Nahani trap/Floor trap etc complete upto final drop out let into septic tanks or central sewage treatment plant and/or soakage well (working in foul condition) with taking precautionary measures with necessary equipment as required and applicable all as specified and directed.The sludge removed from the manholes and sewage line shall be removed to out side Defence land complete all as directed by Engineer-in-charge. The entire Ajmer Mil Stnarea married andOTMarea under AGE B/R-I by engaging safaiwala (02 Nos alongwith supervisor) on all working days from 0830 hrs to 1700 hrs alongwith T&P ie. gum boot, mask, safety device etc. complete all as specified and directed by Eng-in-Charge. |
| 2 | Note foritem No 1.00 above : (i)Contractor"s supervisor will report on all working days along with 02 (Two) safaiwalaat 0830 hrs at AGE B/R-I,Ajmer Complaint cell to receive complaint for blockage and to submit complition report on same day by 1700 hrs. (ii) Printed complaint slip Area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor.Cost for the same shall deemed inclusive in the quoted rate. (iii)Rate quoted above shall be deemed to incl the cost of adequate T&P, equipment, safety device etc alongwith sufficient labour to full fill the requirement to the entire satifaction of Engr-in-Charge. Any despute related to above shall be resolved by Garrison Engineer and his decesion shall be final, binding and conclusive. (iv) If there is any major blockage in sewer line for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt there fore contractor is advice to visit the site before quoting the rate in tender. (v) All sewage blokage complaint must be attended within 24 hrs. any sewage blokage complaint is not clear within 24hr( except and otherwise few major/ Difficult complaint prior intimation/ notice to GE / Engr-in-Charge) compensation of Rs.100/- per complaint shall be charged from contractors work done without any prior notice based on Job card i.e. user satisfaction. |
| 3 | M&L punching sewage line of any dia and sealing/making good with cement mortar/ PCC 1:2:4 as required incl earth work inany type of soil and any depth, returning fillingin and ramming complete all as directed by Engr-in-charge. |
| 4 | Bailing out/pumping out of sewage water from ST of any size and removing the water in closed container to a safe distance complete all as directed by Engr-in-charge. |
| 5 | Desludging septic tank and removing sludge /silt and other foreign materials by mechanically and removing the sameout side defence land in closed vehicles complete all as directed by Engr-in-charge for the following user capacity :- |
| 6 | All as per Item No 4.00 above but Up to 100 users complete all as directed by Engr-in-charge. |
| 7 | All as per Item No 4.00 above but ST for 100 to 150 users complete all as directed by Engr-in-charge. |
| 8 | All as per Item No 4.00 above but ST for 150 to 200 user complete all as directed by Engr-in-charge. |
| 9 | All as per Item No 4.00 above but ST for 200 user and above complete all as directed by Engr-in-charge. |
| 10 | Demolition of cement concrete (unreinforced) in any position and of any description not other wise specifically provided for complete all as directed by Engr-in-charge. |
| 11 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling & mass concrete complete all as directed by Engr-in-charge. |
| 12 | Demolition of stone/brick masonry built in cement or cement lime mortar complete all as directed by Engr-in-charge. |
| 13 | M& L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as directed by Engr-in-charge. |
| 14 | All as per item No 8.00 here in before but except stone complete all as directed by Engr-in-charge. |
| 15 | M&L for old size brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as directed by Engr-in-charge. |
| 16 | Extra over random rubble stone walling for hammer dressing to face stones and dressing to face beds & joints, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mmcomplete all as directed by Engr-in-charge. |
| 17 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, manholes etc and n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as directed by Engr-in-charge. |
| 18 | Returning fillings in including spreading,leveling, watering and well ramming in layers, n.exc 25cm thick in soil complete all as directed by Engr-in-charge. |
| 19 | Removing of excavated soils, not exc 50mtr and depositing where directed at a level n. exc 1.50mtr above the starting point complete all as directed by Engr-in-charge. |
| 20 | Demolation and breaking up 150mm dia pipe(salt glazed ware, Ac or reinforced concrete set in cement mortar complete all as directed by Engr-in-charge. |
| 21 | Provinding lowering, laying, aligning, fixing in position and joining at all level/ depths full round HDPE DWC (Duble wall corrugated) 150 mm dia pipes with reqd jointing accessories of SN-8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydrotesting (including the cost and conveyance of water to site fortesting) and Comissioning as per Technical Specifications, drawings and complete all as directed by Engr-in-charge. |
| 22 | M&L for 150mm bore salt glazed stone ware drain pipe grade "A" laid in trenches and jointed in CM(1:1) tested complete all as directed by Engr-in-charge. |
| 23 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregare for packing under & haunching against the sides of drain pipe after they are laid and tested for 150mm bore pipe complete all as directed by Engr-in-charge. |
| 24 | Cutting into existing manholes for removing existing 150mm bore branch drain, making good to walling and rendering cutting out branch channel and making good benching in PCC (1:2:4) type B1 using 20mm graded stone aggregate and smooth finish with (1:3) complete all as directed by Engr-in-charge. |
| 25 | Demolition and breaking upof rain water pipe /UPVC pipe line 100mm/75mmdia incl all fittings, complete all as directed by Engr-in-charge. |
| 26 | S & Ffor 110mm diaUPVC, soil waste drain pipe, type ‘A’, conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floors, complete all as directed by Engr-in-charge. Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985 |
| 27 | S & Ffor 110mm diaUPVC, soil waste drain pipe, type ‘A’, conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint fixed to wall, complete all as specified anddirected. (Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985) |
| 28 | S & Ffor 75 mm diaUPVC, soil waste drain pipe, type ‘A’, conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint fixed to wall, complete all as specified anddirected. (Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985) |
| 29 | S & F for 110 mm bore UPVC (SWR) bend with access door including jointing with solvent cement, complete all as specified. (Note- UPVCbends shall be conforming to BS 4515 DIN 19531 and DIN 19534) |
| 30 | S & F 110 mm bore UPVC (SWR) ( singleT) equal or unequal including jointing with solvent cement, complete all as specified. |
| 31 | S & F 110 mm bore UPVC (SWR) branch piece,single ( singleY) equal or unequal including jointing with solvent cement, complete all as specified.. |
| 32 | S & F for 75mm bore UPVC (SWR) bendincluding jointing with solvent cement, complete all as specified. .(Note- UPVCbends shall be conforming to BS 4515 DIN 19531 and DIN 19534) |
| 33 | S&FPVC (SWR) 75 mm bore branch piece (Tee) fixed to walls with cement joint with or w/o ovel access door complete all as directed by Engr-in-charge. |
| 34 | S&FPVC (SWR) 110 mm bore PVC (SWR) vent cowl complete all as directed by Engr-in-charge. |
| 35 | S&FPVC (SWR) 75 mm bore PVC (SWR) vent cowl complete all as directed by Engr-in-charge. |
| 36 | Dismantling of sand stone slab as in cover slab of any thickness laid bedded and pointed in any mortar complete all as directed by Engr-in-charge. |
| 37 | M&L 50 mm thick rough dressed sand stone slab for manhole covers jointed and pointed in CM(1:4) complete all as directed by Engr-in-charge. |
| 38 | All as per item No 32.00 above here in above butexcept stone slabcomplete all as directed by Engr-in-charge. |
| 39 | M&L for providing pre-cast cement concrete Type B1 1:2:4 (20 mm graded aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers! Shelves and similar articles with plaill faces set in cement mortar 1:4 complete all as directed by Engr-in-charge. |
| 40 | M&L for Mild steelTMT bars 10 mm 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 directed by Engr-in-charge. |
| 41 | S&F Mild steel work as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming toFe -290 Gde E-165 complete all as directed by Engr-in-charge. |
| 42 | Taking down cement or cement lime plaster of any description and thickness on brick or stone walls,etc.including raking out joints,jacking for key,scurbbing down with water etc includingpreparing wall to render plaster complete all as directed by Engr-in-charge. |
| 43 | M & L for rough cast plaster mix with crushed stone (6-10 mm) sand and cement in the ratio 1:1:1 over 15 mm thick rendering CM 1:4 as in under including two coat of cement base paint etc complete all as spd and directed by Engr-in-Charge. |
| 44 | M&L for rendering 15mm thick in CM 1:4 on stone masonary and brick masonarysurfaces finished fair and even complete all as directed by Engr-in-charge. |
| 45 | M&L for rendering in cement mortar (1:4) 10mm thick as in brick/concrete surfaces finished even and smooth without using extra cement complete all as directed by Engr-in-charge. |
| 46 | M&L PCC 1:3:6 Type C-1using 20 mm graded stone aggregate in surface channels and drains/benching complete all as specified and directed forming fair and smooth without using extra cement complete all as directed by Engr-in-charge. |
| 47 | Raking out joint/pointing to random rubble or polygonal rubble uncoursed or brought upto course in cement mortar complete all as directed by Engr-in-charge. |
| 48 | M&L for raised pointing to random or polygonal rubble,uncoursed or brought upto coursedin CM 1:4 complete all as directed by Engr-in-charge. |
| 49 | Providing precast cement concrete type C0(1:3:6) louvres and jallies, 25 mm thick (mea sured solid), including all mouldings but excluding frame set in cement mortor 1:6including necessary form work complete all as directed by Engr-in-charge. |
| 50 | Providing precast cement concrete type C1 (1:3:6) using 20 mm graded stone agg and set in CM 1:4 , in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers,weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as directed by Engr-in-charge. |
| 51 | M&L for prepration of newly plastered surfaces of wall and applying two coat of cementpaint (exterior emulsion) over and including one coat of primer alkai resistant primer complete all as directed by Engr-in-charge. Make : Asian/Narolac/Berger |
| 52 | M&L PCC 1:3:6 type C-1 using 20mm graded stone aggregateas in copping bed block etc including weathering slightly, rouded or chamfered angles and throating as directed and including necessary form work complete all as directed by Engr-in-charge. |
| 53 | M&L PCC 1:3:6 Type C-1using 20 mm graded stone aggregate in surface channels and drains/benching complete all as specified and directed forming fair and smooth without using extra cement complete all as directed by Engr-in-charge. |
| 54 | Extra for forming fair finished drains or channel of following inner girth in cement concrete, using extra cement including forms, moulds ,mitred/ stoppedends etc complete all as directed by Engr-in-charge for following :- |
| 55 | All as per Item No 49.00 above but 30 cm inner girth |
| 56 | All as per Item No 49.00 above but over 30 cm but upto 55 cm inner girth |
| 57 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete,brick etc and making good disturbed ground and preparing post holes for providing new post in any type of soil complete all as directed by Engr-in-charge. |
| 58 | Dismantling fencing wire mesh, any type complete all as directed by Engr-in-charge. |
| 59 | M&L for angle iron as in fencing post incl cutting tops to shape as directed, drilling holes, notching for wire etc. Flat iron, fillets ( for securing wire mess) incl. all necessary drilling bolting or riveting etc confirming toFe 290 Gde E -165. complete all as directed by Engr-in-charge. |
| 60 | Excavation in post hole (or similar holes) each n.exc 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50m and making good in hard/dense soil complete all as directed by Engr-in-charge. |
| 61 | M&L, for PCC 1:3:6 type C-2in post holes and similar works all as specified and directed by Engr- in- Charge |
| 62 | M&L for mild steel round bars 10mm dia and over cut to length bent to shape required and fixing as required in fencing ofFe 290 Gde E -165, complete all as directed by Engr-in-charge. |
| 63 | Supply only Chain link MS galvanised fencing complete all as directed by Engr-in-charge. |
| 64 | Fixing only chain link fencing including line wires, any mesh size, type of standards rail straining bolts etc, 4mm dia wire complete all as directed by Engr-in-charge. |
| 65 | S&F in repair of galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining bolts, including, securing or tying at crossings with provison of galvanised mild steel wire etc complete all as directed by Engr-in-charge. |
| 66 | Providing & Fixing concertena coil fencing with punched tape concertena coil 600m dia 10m openable length (total length 90m) having 50 Nos rounds per 6m length, up to 3.0m height of wall with angle iron Y shaped placed 2.0m or 3.00m apartall complete as per direction of engineer-in-charge, with reinforced barbed wire tape (R.B.T.)/spring core (2.5mm thick) wire of high tensile strength of 165 Kg/Sqcm with tape (0.52mm thick and weight 43.478 gm/metre (cost of M.S. Angle shall be paid separately under relevant items.) complete all as directed by Engr-in-charge. |
| 67 | S&F of mild steel screw bolts (machine cut) with hexagonal or square heads at one end to be fittedwith washers and one hexagonal or square nut, n.exc. 5cm long dia of neck 12mm complete all as directed by Engr-in-charge. |
| 68 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description, over 10cm in width or girth not otherwise described, complete all as directed by Engr-in-charge. |
| 69 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description, not exc 10cm in width or girth not otherwise described, complete all as directed by Engr-in-charge. |
| 70 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as directed by Engr-in-charge. |
| 71 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as directed by Engr-in-charge. |
| 72 | M&L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors laid over 20 mm thick screed in CM (1:6) complete all as directed by Engr-in-charge. |
| 73 | S & F in repair 70-80 mm thick sand stone kerb of roughly rectangularstones not less than of size- length60 cm and width 30 cm , dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as directed by Engr-in-charge. |
| 74 | M&L for preparation of oldsurfaces of kerb stone and applying two coats ofsynthetic enamel paintof different colour for neat and smooth finishing complete all as specified and as directed by Engr-in-charge. |
| 75 | M&L for applying two coats ofglossy indigo floor coat emulsion paint premium series or equivalent on existing old paver block/chequered tiles /floors of any pattern incl removing caked mud,trading oil and greasy spots,cleaning with water complete all as spd and as directed by Engr-in-charge. |
| 76 | Total in Figures |
| 77 | Quoted Amount in Words |
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