Military Engineer Services-MES has published Repair To Retaining Wall , Roadside Parapet Wall , Security Fencing , Sewage Line And Cleaning Of Septic Tank At Af Station Kasauli Under Ge Af Chandigarh. Submission Date for this Tender is 22-02-2021. Wall construction Tenders in Kasauli Chandigarh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Feb-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 22-02-2021 |
| Name of Work : REPAIR TO RETAINING WALL, ROADSIDE PARAPET WALL, SECURITY FENCING, SEWAGE LINE AND CLEANING OF SEPTIC TANK AT AF STATION KASAULI UNDER GE AF CHANDIGARH | |||||
|---|---|---|---|---|---|
| SERIAL No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer-in-Charge. | 36 | Per 10 Sqm. | |
| 2 | 2 | Demolition of Cement Concrete in ground floor or pavings n exc 15 cm thickness (below or above ground level), complete all as specified and directed. | 97 | Cum | |
| 3 | 3 | M&L for 100mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate)as sub base, complete all as specified and directed by Engineer-in-Charge. | 600 | Sqm | |
| 4 | 4 | M&L sand cushioning, under floors or in foundations including wateringand consolidation, complete all as specified and directed. | 10 | Cum | |
| 5 | 5 | M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge. | 100 | Sqm | |
| 6 | 6 | .-Ditto- as item No 5 here-in-before but except tiles | 260 | Sqm | |
| 7 | 7 | M&L PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in surface channel and drain complete all as specified. | 2 | Cum | |
| 8 | 8 | M&L cement concrete (1:2:4) type B2 using 40mm graded stone aggregate as in road side berrms, surface channel and drains and like incl necessary form work complete all as specified. | 15 | Cum | |
| 9 | 9 | M&L for cement conctete 100 mm thick 1:2:4 type C-2 (using 40mm graded agg) laid in alternate panels 1.2mtr X1.2mtr finished even and fair surface with spike rolling etc. complete all as specified and directed. | 100 | Sqm | |
| 10 | 10 | Forming 12mm thick and depth 100 mm Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, complete all as specified and directed by Engineer-in-Charge. | 2 | X RM | |
| 11 | 11 | Removing of debris (Malba) including excavated rocks/ materials to a distance exc. 1.50 km but n exc. 5 km and depositing where directed by Engr-in-Charge. | 70 | CUM | |
| 12 | 12 | Demolition of Brickwork or stone/ boulders masonry built in cement or cement lime mortar incl all quions, arches, pillars, etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. | 84.7 | Cum | |
| 13 | 13 | M&L for 75 mm thick plain cement concrete type C-1, 1:3:6, (40mm graded stone aggregate)as in plinth protection, finishing the top surfaces even and smooth W/O using extra cement. complete all as specified and directed by Engineer-in-Charge. | 10 | Sqm | |
| 14 | 14 | M&L Plain cement concrete (1:5:10) type E-2 using 40 mm graded crusehd stone aggregate as in foundation filling and mass concrete etc , complete all as specified and as directed by Engr-in Charge. | 4.4 | Cum | |
| 15 | 15 | Material and labour walling of random rubble stone masonry, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge. | 59.48 | Cum | |
| 16 | 16 | Material and labour walling of random rubble stone masonry, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) EXCEPT STONE complete all as specified and as directed by Engineer-in-Charge.\nNote :- Old stones oubtained under item No 12 Shall be used under this item. | 16.92 | Cum | |
| 17 | 17 | M&L Pre-cast cement concrete (1:2:4)Type-B-1 using 20mm graded stone aggregate as in Bond stone and setting in cement mortar 1:6 with joints complete all as specified and directed. | 1.3 | Cum | |
| 18 | 18 | Material and labour providing cement concrete in coping, in cement concrete (1:2:4) type B1, using 20mm stone graded aggregates complete all as specified and as directed. | 1.5 | Cum | |
| 19 | 19 | Selecting stones, broken bolders etc suitable for hand packing from excavated hard/ soft rocks and hand packing (any thickness ) at back of walls and raising/ lowering to the required level up to 4mtr height except material, complete all as specified and directed by Engineer-in-Charge. | 4 | cum | |
| 20 | 20 | Raking out joints/ pointing of cement mortar or cutting out joints and decayed mortar etc, not less than 12mm deep, washing the joints, removing rubbish off the premises, and keeping the surface to be pointed wet for 2 days prior to re-pointing to random rubble or polygonal rubble uncoursed or brought up to courses in walls or to bricks on edge in floors, surface channels, roofs, etc up to including 3.0 Mtr height, complete all as specified. complete all as specified and directed. | 7 | X Sqm | |
| 21 | 21 | Raking out joints/ pointing of cement mortar or cutting out joints and decayed mortar etc, not less than 12mm deep, washing the joints, removing rubbish off the premises, and keeping the surface to be pointed wet for 2 days prior to re-pointing to random rubble or polygonal rubble uncoursed or brought up to courses in walls or to bricks on edge in floors, surface channels, roofs, etc , exceeding 3.0 Mtr height and not exceeding 6.0 Mtr height, complete all as specified and directed. | 9 | X Sqm | |
| 22 | 22 | Material & Labour Raised pointing to random or polygonal rubble, uncoursed or brought upto course in Cement mortar 1:4 up to including 3.0 Mtr height, complete all as specified and directed by Engineer-in-Charge. | 7 | X Sqm | |
| 23 | 23 | Material & Labour Raised pointing to random or polygonal rubble, uncoursed or brought upto course in Cement mortar, exceeding 3.0 Mtr height but not exceeding 6.0 mtr height 1:4, complete all as specified and directed by Engineer-in-Charge. | 9 | X Sqm | |
| 24 | 24 | M & L, Preparation of old /new surfaces of walls by wire brushing , rubbing down and stopping of surface and leveling /edging the disturbed planes / edges using necessary filling compound of Birla putty to obtain smooth regular/even finish using sand paper and applying Two coats of exterior emulsion anti weather and anti algae paint in camouflaging pattern using number of colour (manufactured by Asian,Nerolac, Johnson paints) complete all as specified and directed by Engineer-in-charge. Note: colour pattern of camouflage shall be as approved by GE. | 800 | SQM | |
| 25 | 25 | Excavation in trenches in hard dense soil n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or shafts, wells, cesspits, manholes, pier holes etc and getting out complete all as specified and directed by Engineer-in-Charge. | 13.5 | CUM | |
| 26 | 26 | Returning , filling in, including spreading, leveling, watering and well ramming in layer n.exc 25cm depth in layer complete all as specified and directed by Engineer-in-Charge. | 6.75 | CUM | |
| 27 | 27 | Removal excavated materials to distance n.exc 50 metre and depositing where directed at a level n.exc 1.5metre above the starting pointing in soil, complete all as specified and directed by Engineer-in-Charge. | 6.75 | CUM | |
| 28 | 28 | Demolition of SGSW drain pipe of any bore with PCC bedding/hunching cradle jointed in cement mortar and taking out of trenches if required with fittings complete all as specified and directed by Engineer-in-Charge. | 60 | RM | |
| 29 | 29 | M&L cement concrete (1:4:8) type D-2 using 40mm stone aggregate to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe, complete all as specified and directed by Engineer-in-Charge. | 60 | RM | |
| 30 | 30 | M&L salt glazed stone were drain pipes grade 'A' of internal dia 150 mm laid in trenches and jointed in cement mortor, complete all as specified and directed by Engineer-in-Charge. | 60 | RM | |
| 31 | 31 | S&F in repairs PVC (SWR) pipes 110mm dia single sockted in any length with rubber ring joints fixed to walls. complete all as specified and directed by Engineer-in-Charge. | 20 | Rm | |
| 32 | 32 | M&L brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius in CM 1:6, complete all as specified and directed by Engineer-in-Charge. | 7 | CUM | |
| 33 | 33 | M&L cement concrete type C-1(1:3:6) using 20mm graded stone aggregate as in coping of manholes, complete all as specified and directed by Engineer-in-Charge. | 1 | CUM | |
| 34 | 34 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engineer-in-Charge. | 7.2 | RM | |
| 35 | 35 | M&L cement concrete (1:2:4) type B2 using 40mm graded stone aggregate as in channel of manhole and like incl necessary form work complete all as specified and directed by Engineer-in-Charge. | 0.4 | CUM | |
| 36 | 36 | M&L cement concrete type E-2 (1:5:10)using 40mm graded stone aggregate in foundations filling mass concrete. complete all as specified and directed by Engineer-in-Charge. | 2 | CUM | |
| 37 | 37 | M&L 15mm thick rendering on fair faces of brick work in CM 1:4. finished even and fair, complete all as specified and directed by Engineer-in-Charge. | 22 | SQM | |
| 38 | 38 | M & L TMT bars 10mm dia and over cut to length bent to shape required and binding with and including MS wire within (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. | 200 | KG | |
| 39 | 39 | Framed work such as walkways, manhole covers and similar work complete conforming to Fe- 290 Gde-E-165 all as specified. | 100 | KG | |
| 40 | 40 | Cleaning of underground sewage lines of 200mm bore from solid/liquid/mud deposited in these lines manually by rodding with sevage drainage rods or mechanical means through connecting manholes and removing sludge to a distance not exceeding 500meter from outside periphery of defence land including cleaning sludge/solid deposited from teh ends as well as from intermediate manholes coming between these lines taking off & refixing of manhole covers, complete all as specified and directed by Engineer-in-Charge. | 100 | RM | |
| 41 | 41 | Cleaning of underground sewage lines of 150mm bore from solid/liquid/mud deposited in these lines manually by rodding with sevage drainage rods or mechanical means through connecting manholes and removing sludge to a distance not exceeding 500meter from outside periphery of defence land including cleaning sludge/solid deposited from teh ends as well as from intermediate manholes coming between these lines taking off & refixing of manhole covers, complete all as specified and directed by Engineer-in-Charge. | 700 | RM | |
| 42 | 42 | Cleaning of underground sewage lines of 100mm bore from solid/liquid/mud deposited in these lines manually by rodding with sevage drainage rods or mechanical means through connecting manholes and removing sludge to a distance not exceeding 500meter from outside periphery of defence land including cleaning sludge/solid deposited from teh ends as well as from intermediate manholes coming between these lines taking off & refixing of manhole covers, complete all as specified and directed by Engineer-in-Charge. | 400 | RM | |
| 43 | 43 | Removing of blockage from the water closet (indian or European type) by removing solid/liquid or mud deposited in the trap or CI pipe line by rodding manually and removing the sludge (duly covered in a hygienic manner) outside the periphery of Defence land and making the WC fully functional complete all as specified and as directed by Engr -in-Charge. | 300 | Each Job | |
| 44 | 44 | All as as item No 43 above here in before but from floor/nahani trap of kitchen/bath room /WHB to upto firest manhole , complete all as specified by Engr-in-Charge. | 400 | Each jab | |
| 45 | 45 | All as as item No 43 above here in before but from gully trap upto first manhole etc, complete all as specified by Engr-in-Charge. | 100 | Each | |
| 46 | 46 | S&F in repairs 110mm bore PVC(SWR) pipes single socketed in any length with rubber ring joints laid in trenches, complete all as specified and directed by Engr-in-charge. | 20 | RM | |
| 47 | 47 | S&F in repairs 75mm bore PVC(SWR) pipe single socketed in any length with rubber ring joints laid in floor or fixed to wall, complete all as specified and directed by Engineer-in-Charge. | 15 | Rm | |
| 48 | 48 | S&F in repairs 110mm bore PVC(SWR) bends any radius with access door, complete all as specified and directed by Engineer-in-Charge. | 3 | Each | |
| 49 | 49 | All as as item No 48 above but 75mm bore | 3 | Each | |
| 50 | 50 | Dismantling of CI soil, rain water pipes, cast and vent pipes of any dia, any pattern including all fittings. complete all as specified and directed by Engineer-in-Charge. | 65.4 | RM | |
| 51 | 51 | S&F 75 mm sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints,laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge. | 2 | RM | |
| 52 | 52 | S&F 75 mm sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed by Engineer-in-Charge. | 18 | RM | |
| 53 | 53 | S&F 100 mm sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints,laid in trenches, complete all as specified and directed by Engineer-in-Charge. | 3 | RM | |
| 54 | 54 | S&F 100 mm sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed by Engineer-in-Charge. | 42 | RM | |
| 55 | 55 | S&F 100 mm Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and directed by Engineer-in-Charge. | 8 | Each | |
| 56 | 56 | S&F CI Bends (any radius), diminishing pieces or tapers (larger bore measured) , 100mm bore complete all as specified and directed by Engineer-in-Charge. | 8 | Each | |
| 57 | 57 | S&F CI Bends (any radius), diminishing pieces or tapers (larger bore measured) , 75 mm bore complete all as specified and directed by Engineer-in-Charge. | 8 | Each | |
| 58 | 58 | S&F CI Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches suitable for 75 mm bore complete all as specified and directed by Engineer-in-Charge. | 4 | Each | |
| 59 | 59 | S&F PVC (SWR) floor trap, 75mm dia outlet, plain with grating incl jointing with solvent cement. complete all as specified and directed by Engineer-in-Charge. | 9 | Each | |
| 60 | 60 | Cleaning, desilting of septic tank, soak wells and manholes of any capacity from solid/ liquid , mud and removing sludge to a distance cxceeding 100 mtr , but not exceeding 200 Mtr , including pumping out liquid and liquid sludge with pump arrangements all as complete all as directed by Engr-in-Charge. | 60 | CUM | |
| 61 | 61 | Dismantling structural steel work including doors, gates but excluding framed truss, railing, columns, pillors etc. complete all as specified and directed by Engineer-in-Charge. | 3.3 | Qtl | |
| 62 | 62 | Demolition of cement concrete is reinforced (reinforcement cut as required to facilitate demolition) Concrete of any description and in any position not otherwise specifically provided for, complete all as directed by Engr-in-Charge. | 1 | Cum | |
| 63 | 63 | M&L for precast manhole covers in precast cement concrete Type B-1,1:2:4 (using 20mm graded crushed stone aggregates) set in cm 1:6. complete all as specified and directed by Engineer-in-Charge. | 1 | Cum | |
| 64 | 64 | Refixing framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290. Gde-E-165 | 100 | Kg | |
| 65 | 65 | Dismantling of precast RCC posts embeded in concrete etc. complete all as specified and directed by Engineer-in-Charge. | 35 | RM | |
| 66 | 66 | M&L cement concrete (1:2:4) type B-2 using 20 mm graded stone aggregate in posts complete all as specified and directed by Engineer-in- Charge. | 2.5 | CUM | |
| 67 | 67 | Supply and Fixing only framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290. Gde-E-165 | 230 | Kg | |
| 68 | 68 | Mild steel screw bolts (machine made) 11 to 15 mm dia 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, n exc 5cm long complete all as specified and directed by Engineer-in-Charge. | 20 | Kg | |
| 69 | 69 | Painting to new steel and iron surfaces of any description over 10 cm in width or girth not other wise described applying two coats of synthetic enamel paint over one coat of red oxide paint / mordant solution including preparation of surfaces of new steel or iron surfaces complete all as specified and directed. | 180 | SQM | |
| 70 | 70 | Dismantling fencing wire mesh, any type | 120 | SQM | |
| 71 | 71 | Supply only GI Wire netting 4.0 mm dia with mesh size 100mmx100 mm weight should not less than 2.8 Kg per Sqm, complete all as specified and directed by Engr-in-Charge | 330 | Kg | |
| 72 | 72 | All as per item No 71 but for fixing only GI Wire netteing fixed with drilling , notching on fastner complete all as speified and directed by Engr-in-Charge | 120 | Sqm | |
| 73 | 73 | Note:- Amount of credit of Rs. 11709.00 for retrieved materials is mentioned in Schedule of Credit Page No 110 of tender documents in pdf form which will be deducted offline while acceptance of tender. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
