Military Engineer Services-MES has published Construction Of Helipad At Aundh Military Camp Under Ge Mh And Rh Kirkee. Submission Date for this Tender is 15-07-2021. Helipad Tenders in KIRKEE Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Jun-2021 | Corrigendum No 1 | Date | 26-06-2021 |
| 2 | 18-Jun-2021 | Corrigendum No 2 | Date | 01-07-2021 |
| 3 | 21-Jun-2021 | Corrigendum No 3 | Other | 01-07-2021 |
| 4 | 01-Jul-2021 | Corridendum No 4 | Date | 15-07-2021 |
| Name of Work: Construction of Helipad at Aundh Military Camp Kirkee under GE (MH&RH) Kirkee. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Unit | |
| 1 | 1 | M & L for surface excavation n. exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 1000 | Sqm | |
| 2 | 2 | M & L for Earthwork in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge as in all type of soil complete all as specified and as directed. | 896 | Cum | |
| 3 | 3 | M & L for Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in all kinds of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., as directed by Engineer-in-charge as in all type of soil complete all as specified and as directed. | 67 | Cum | |
| 4 | 4 | Earthwork in excavation over areas by mechanical means(hydraulic excavator) over areas exc 30 cm in depth in soft rock, 1.5m in width as well as 10 sqm on plan incl getting out & disposal of excavated earth lead upto 50m & lift upto 1.5m complete all as specified and as directed. | 256 | Cum | |
| 5 | 5 | M & L fo moorum/red bajri filling in road side berms spread rolled and consolidated to required gradient and camber complete all as specified and as directed. \nNote :- Moorum shall be brought from outside MD land and consolidated thickness shall be measured and paid.\n | 151 | Cum | |
| 6 | 6 | M & L for Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed by Engr- In- Charge complete all as specified and as directed. | 856 | Cum | |
| 7 | 7 | M & L for Cement concrete 1:4:8 Type D2 (using 40mm graded stone aggregates) in foundations, filling and mass concrete complete all as specified and as directed. | 31 | Cum | |
| 8 | 8 | M&L for providing cement concrete 1:3:6 Type B1 (20mm graded aggregates) as in copings and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified & as directed | 0.1 | Cum | |
| 9 | 9 | M & L providing precast cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in kerb of size 45cm x 10cm x 35cm and set in CM 1:4 complete all as specified and as directed. | 105 | Cum | |
| 10 | 10 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM 1:4 complete all as specified and as directed. | 1 | Cum | |
| 11 | 11 | M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finishing the surface fair and even without using extra cement complete all as specified and as directed. | 5 | Sqm | |
| 12 | 12 | M & L for three coat of white wash on newly plastered surfaces incl preparation complete all as specified and as directed. | 5 | Sqm | |
| 13 | 13 | M&L for painting lines, dashes,arrows,letters,etc on road pavement (parking etc) exc 10 cm width providing and appling 2mm thick road marking strips, of specified shade/colour (8% mica of white/yellow colour reflective) using thermoplastic material fully/semi-automatic application machine fitted with profile shoe heater driven by experinced operator on road surfaces, cleaning surfaces of all dirt,scales,oils,grease and foreign materials etc including cleaning of road surface free from dust and moisture complete all as specified and as directed \nMake of paint : CMS Bombay / Shivalik Prime-Chandigarh / Ritco / Meerut / SN Industries-Delhi) as approved by GE | 341 | sqm | |
| 14 | 14 | M&L for RCC drain pipe 450mm dia class NP-3 with collars laid in trenches with cement joint & tested complete all as specified and directed | 6 | RM | |
| 15 | 15 | M & L for 200mm thick (compacted thickness) Granular Subbase Grade V (gravel), of Grade I as per Table 400-1 of MORT&H, IRC specification laid with mechanical pavers, laid in single layer with preparation of subgrade, homogeneous & uniform mixing, spread, watered & rolled with 8 to 10 tonnes power roller and vibratory roller of minimum 80 to 150 KN static weight with plain drum and consolidated or compaction methodology recommended by soil agency at OMC to achieve the min 98% of MDD determined using modified proctor density determination method as per IS code to required gradient & camber etc complete as per MORT&H specification clause-401 including all tools and plant and managing diversion all as specified and as directed by GE. | 432 | 10Sqm | |
| 16 | 16 | M&L preparing surfaces of wet mix macadam by brushing witrh wire brushes for removing caked mud etc, sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc, and applying evenly a priming/ tack coat with bituminous primer VG 10 at 7.5Kg per 10 Sqm with paving bitumen complete all as specified and as directed. | 182 | 10Sqm | |
| 17 | 17 | M&L for premixed bituminous macadam with binder content (VG-30) @ 4% by weight of total mix(Job mix) laid/rolled with 8 to 12 tone power roller and vibrating roller and compacted to required gradient and camber (consolidated thickness 50 mm complete all as specified and as directed. \n Note;- The contractors quoted rates shall be deemed to include the following elements. (i) The contractors shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. (ii) Contractor shall submit the authenticated weigh batch receipt as per load material in site duly marked vehicle Number | 91 | Cum | |
| 18 | 18 | M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of Grade VG-30, laying with mechanical paver, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller and vibrating roller etc complete including preparing on black top surfaces and applying evenly a priming/ tack coat with bituminous primer at 2.5 Kg per 10 Sqm with paving bitumen complete all as specified and as directed. Note;- The contractors quoted rates shall be deemed to include the following elements. (i) The contractors shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. (ii) Contractor shall submit the authenticated weigh batch receipt as per load material in site duly marked vehicle Number. | 182 | 10Sqm | |
| 19 | 19 | Rolling and consolidating formation surfaces with 8 to 12 tonne capacity power roller including watering, consolidating to required gradient and camber etc in cutting, filling in hollows and depression in the process complete all as specified and as directed. \n | 282 | 10Sqm | |
| 20 | 20 | M & L for 150mm thick (compacted thickness) WMM Gde-I as per Table 400-II (MORTH) laid in two layer, preparation of base, preparation mix, each layer spread rolled with 8 to 10 tonnes power roller and vibratory roller and consolidated or compaction methodology recommended by soil agency at OMC to achieve the min 98% of MDD determined using modified proctor density determination method as per IS code to gradient and camber required including necessary lateral support and formwork if required using crushing stone coarse aggregate of maximum size 40 mm (of grading as specified) type granite/trap/basalt complete all as specified and directed by GE | 432 | 10Sqm | |
| 21 | 21 | M&L 125 mm thick dry lean concrete 07 days compressive strength as 7 Mpa (using OPC 43 grade min 250 kg/cum) complete all as specified and as directed by GE | 253 | CUM | |
| 22 | 22 | M& L for 10 mm thick sand filling as cushion layer for laying 400µ HDPE sheet complete all as specified & directed by GE | 25 | CUM | |
| 23 | 23 | M & L for laying 400µ HDPE sheet over tack coat, HDPE sheet of minimum widt 1m to 3m without joints, manufactured by multilayer technology using 100% virgin raw material, conforming to relevant IS code with company logo, Batch Number & IS code on sheet. Manufactures Test certificate for each consignment all as specified & approved by GE | 2500 | SQM | |
| 24 | 24 | M&L 150 mm thick pavement quality control (PQC) concrete using crushed stone aggregate having minimum field flexural strength of 45 kg/sqcm using non circular synthetic fibre with minimum length of 12 mm @ 0.25 % by weight cement laid to level gradient and camber including steel formwork with slip form paver and using prescribed admixture and including of steel formwork all as specified and directed. Min cement content : 450 Kg/cum complete all as specified and as directed. | 375 | Cum | |
| 25 | 25 | Supply Only polyester triangular fibre 6/12mm long with circum circle diameter 30-35µ, designed for melting point of 240° C -260°C and having specific gravity of 1.34 to 1.40 Recron 3s (manufactured by M/s Reliance limited Mumbai or equivalent as approved by GE complete all as specified and as directed. | 422 | Kg | |
| 26 | 26 | M&L for Finishing of concrete pavements, by brooming and numbering without using extra cement complete all as specified and as directed. | 250 | Per 10 Sqm | |
| 27 | 27 | M&L for forming construction joint by mechanical means 10 mm wide and 30 mm deep, primed and providing 12mm back up rod and debonding strip and top 10mm (excluding 2 to 3 mm recess at top) primed and sealed with and using polyurethene based sealing compound Grade 'B' with 10 year warranty and MAF +30% with suitable primer as per manufacturers recommendations complete all as shown on drawings and specified.complete all as specified and as directed. | 110 | 10 RM | |
| 28 | 28 | M&L for forming contraction/dummy joint by mechanical means 10mm wide 65 mm deep primed and providing a 12mm back up rod & debonding strip and top 12 mm primed and sealed with and using polyurethene based sealing compound Grade 'B' with 10 year warranty and MAF +30% with suitable primer as per manufacturers recommendations complete all as shown on drawings and specified. | 130 | 10 RM | |
| 29 | 29 | M&L for forming 20mm wide expansion joint to full depth of slabc and filled with compressible rubber filler board (sitflex dura board HD 100 of supreme make or equivalent) and providing a 25mm back up rod & debonding strip and top 15mm (excluding 2 to 3 mm recess at top) primed and sealed with using polyurethene based sealing compound with 10 years warranty and MAF + 30% with suitable primer as per manufacturers recommendation, complete all as shown on drawing and specified and as directed (including cutting edges of existing pavements for forming expansion joints between existing and proposed slab if required).complete all as specified and as directed. Note : - Compressible fibre board shall be fixed after full depth cutting of slab. | 10 | 10 RM |
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