|
| 1 | M&L for soft/loose soil forming embankments including raising (or lowering) earth. spreading in layer n exc 30cm thick, watering, ramming to obtain optimum moisture conditions to the specified percentage of standard of standard proctor density not less than 95% , and finishing to required sizes shape , etc n. exc 1.5m high from base/GL including rough excavation not exc 1.5 deep and getting out in approval soil and carrying excavated soil from outside defence land and filling in traverse, complete all as specified and directed. Note : Rates include cost of earth/soil to be brought from out side the defence land. |
| 2 | ditto- but hight exc 1.5 mtr to 3 mtr , complete all as specified and directed. |
| 3 | ditto- but hight exc 3.0 mtr to 4.5 mtr , complete all as specified and directed. |
| 4 | ditto- but hight exc 4.5 mtr to 6.0 mtr , complete all as specified and directed. |
| 5 | ditto- but hight exc 6.0 mtr to 7.5 mtr , complete all as specified and directed. |
| 6 | ditto- but hight exc 7.5 mtr to 9.0 mtr , complete all as specified and directed. |
| 7 | ditto- but hight exc 9.00 mtr to 11.0 mtr , complete all as specified and directed. |
| 8 | M&L for rough excavation over existing filling material (mixture of local sand and saw dust filled alongside firing range wall) not exceeding 5 metre height from base and disposal of the same upto 50 metre lead at workable location, cleaning the excavated admixture with sieve(s) of size as directed to make the existing mixture free from all vegetation material like bushes, grass, plants and the like including metal pieces and pebbles etc and transporting the same to original locations for making embankments complete. NOTE: Contractor may use mechanical means (Hydraulic excavator) for this item with prior written approval of Engineer-in-Charge. |
| 9 | M&L for forming embankments for height n.exc 1.5m from base including raising (or lowering) using sieved clean sand free from stone aggregate mixture with saw dust in equal proportion and finishing to required size, shape complete all as specified and directed. |
| 10 | M&L for forming embankments for height exc 1.5m but n.exc 3.0m from base including raising (or lowering) using sieved clean sand free from stone aggregate mixture with saw dust in equal proportion and finishing to required size, shape complete all as specified and directed. |
| 11 | M&L for forming embankments for height exc 3.0m but n.exc 4.5m from base including raising (or lowering) using sieved clean sand free from stone aggregate mixture with saw dust in equal proportion and finishing to required size, shape complete all as specified and directed. |
| 12 | M&L for forming embankments for height exc 4.5m but n.exc 6.0m from base including raising (or lowering) using sieved clean sand free from stone aggregate mixture with saw dust in equal proportion and finishing to required size, shape complete all as specified and directed. |
| 13 | M&L for filling sieved clean sand free from stone aggregate mixture with saw dust in equal proportion in jute bags of capacity not less than 200 kg/each, stitching the open end of bags with stitching machine and stacking the same upto 3 metre height in the pattern & location as directed, as safety measures for firing range, complete all as specified and directed. |
| 14 | M&L for filling sieved clean sand free from stone aggregate mixture with saw dust in equal proportion in jute bags of capacity not less than 200 kg/each, stitching the open end of bags with stitching machine and stacking the same exc 3 metre but n.exc 4.5m height in the pattern & location as directed, as safety measures for firing range, complete all as specified and directed. |
| 15 | M&L for filling sieved clean sand free from stone aggregate mixture with saw dust in equal proportion in jute bags of capacity not less than 200 kg/each, stitching the open end of bags with stitching machine and stacking the same exc 4.5 metre but n.exc 9m height in the pattern & location as directed, as safety measures for firing range, complete all as specified and directed. |
| 16 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed. |
| 17 | M&L for brickwork using retrieved subclass 'B' old size bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:4), except bricks, complete all as specified and directed. Note : Old serviceable bricks retrieved from demolition vide srl item No 16.00 here in before shall be reused after proper cleaning & washing etc. |
| 18 | M&L brick work with sub class `B' bricks, straight or curved on plain exc 6m mean radius built in CM 1:4 complete all as specified and directed. |
| 19 | Taking down cement plaster of any description on brick/concrete or stone walls etc. including raking out joints, hacking for key, scrubbing down with water, etc. and removing rubbish to a distance not exc. 50 mtrs and complete all as specified & directed by Engineer-in-Charge. |
| 20 | M&L for rendering 15mm thick on brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L for two coat of white wash on old plastered wall surfaces of any description including preparation of surfaces, for height not exceeding 8.5 metre, complete all as specified and directed |
| 22 | M&L for exterior acrylic emulsion on wall surfaces in disruptive / camouflaging pattern of six / four shades comprising the following activities complete all as specified and directed by Engineer-in-Charge:- (i) Preparation of New wall surfaces for height not exceeding 12.00 Mtr.(ii) Applying two coats of water based exterior acrylic emulsion as in base coat over a coat of primer.(iii) Applying two coats of exterior acrylic emulsion in disruptive / camouflaging pattern of six / four shades (Camouflage pattern shall be approved by Stn Auth). |
| 23 | M&L for exterior acrylic emulsion on wall surfaces in disruptive / camouflaging pattern of six / four shades comprising the following activities complete all as specified and directed by Engineer-in-Charge:- (i) Preparation of old wall surfaces for height not exceeding 12.00 Mtr.(ii) Applying two coats of water based exterior acrylic emulsion as in base coat over a coat of primer.(iii) Applying two coats of exterior acrylic emulsion in disruptive / camouflaging pattern of six / four shades (Camouflage pattern shall be approved by Stn Auth). |
| 24 | M&L for 100 mm thick Plain Cement Concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in flooring / hard standing etc. complete all as specified and directed. |
| 25 | M&L for 75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, and joints shall be sealed with joint sealing compound grade 'A' complete all as specified and directed. |
| 26 | M & L for 75mm thick plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in sub base complete all as specified and directed |
| 27 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed |
| 28 | M&L for 60mm thick Machine pressed precast interlocking (M-35) cement concrete tiles (Coloured) of approved design & pattern laid over and including Fine sand filling under floor in layers not exceeding 25cm each layer including watering and well ramming as per site requirement complete all as specified. |
| 29 | M&L for 80mm thick Machine pressed precast interlocking (M-40) cement concrete tiles (Coloured) of approved design & pattern laid over and including Fine sand filling under floor in layers not exceeding 25cm each layer including watering and well ramming as per site requirement complete all as specified. |
| 30 | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregates) as in coping to drain etc complete all as specified and directed. |
| 31 | Demolition of cement concrete in ground floors and paving n exc 15cm thickness (below or above ground level) and removing demolished material from site to a distance exceeding 1.50 Km and not exceeding 5 Km and depositing where directed by Engineer-in-Charge. |
| 32 | M&L for removing by cutting/uprooting plants/tree on the surface of wall or in roof including removing roots and making good the damaged portion to match with the existing in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | NOTES (i) Exterior acrylic emulsion & primer shall be applied only through approved applicators, authorised by the manufacturers for such works.(ii) Entire quantity of material for this work shall be procured by the contractor from manufacturer's Depot & deposit the same with Engineer-in-Charge and same shall be issued to contractor on daily basis as per consumption at site. (iii) RGB value of four shades of disruptive/camouflaging pattern shall be all as shown on Drg No. GE/SK-1/19 sheet 1/2 & 2/2.(iv) The rate quoted by the contractor shall included for scaffolding and necessary formwork.(v) Preparation of surfaces shall be done with mechanised sander having suction vacuum bag using smart periodical methodology including removal of vegetation growth, bushes and the like to the entire satisfaction of Engineer in Charge.(vi) Work services will be carried out in restricted area and site will be provided as per availability. Nothing extra will be paid on this account.(vii) Site will be handed over to contractor as and when the site will be handed over to MES by the users and no compensation would be admissible to contractor in this regard. |
| 34 | Notes: Amount of credit for retrieved materials is mentioned in tender documents in pdf form which will be deducted while acceptance of tender offline. Please Enable Macros to View BoQ information |
