Military Engineer Services Tender

View complete overview of Uttarakhand MES Tender

Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date15 Jul 2024
Closing Date5 Sep 2024
Tender Amount₹ 35,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling of fencing wire mesh any type

112.5

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S&F MS Hand rails /Angle , half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

251.1

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All as Item No 04 above but fixing only

5

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M & L for Cement Concrete Type C-2, 1:3:6 (40mm graded aggregate) as in foundation filling and mass concrete etc complete all as specified and as specified.

3.77

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S&F chain link MS galvanised fencing square mesh of 100 mm size and dia of wire 3.4 mm including line wires, including provision of binding wire complete all as specified and directed.

135

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S & F Mild steel screw bolts (machine made) 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, exc 5cm but n.exc 10 cm long and 16 to 20mm diameter of neck

9.3

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M&L for MS round bars (Fe-410-W (Gde E-250) quality A or Fe-290 (Gde-E-165))) 10mm dia and over cut to Length bent to shape required incl cranking, bending, spirally for hooping for columns with an incl MS wire(Annealed not less than .90 mm Dia) or securing with clips .

88.89

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M & L for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surface of any description exc. 10 cm width or girth including preparation of new steel surfaces, complete all as specified and directed.

23.25

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M & L two coats of synthetic enamel paint over a coat of red oxide primer on steel surface of any description n. exc. 10 cm width or girth when unconnected with other painting or when painted in a different tint including preparation of new steel surfaces, complete all as specified and directed.

12

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S & F galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolt, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc all as specified and directed

20

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Demolition of precast concrete articles and precast cement concrete block walling built in CM including all quoins, arches, pillars, etc, but excluding ashlar facings complete all as specified and directed.

70

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M & L for precast cement concrete Block Masonary with solid blocks type C1 1:3:6 20mm graded stone aggregate exc 10cm in width and setting in CM 1:6 complete all as specified and directed .

40

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ditto item no 14 above but except blocks

30

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Taking down cement or cement plaster, any description on bricks or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed

300

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M&L for 15 mm thick rendering on brick or concrete surfaces in CM 1:4 including finishing the surface even and smooth without using extra cement but incl WPC all as specified and directed

718

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M&L for 15 mm thick rendering on brick or concrete surfaces in CM 1:6 including finishing the surface even and smooth without using extra cement all as specified and directed

30

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M&L for preparation of new plastered or un plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed.

300

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M & L for providing cement concrete type B1 ( 1:2:4) using 20 mm graded stone aggregate, as in coping ,bed blocks including necessary form work complete all as specified and directed

10

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M & L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channels and drain complete all as specified and directed.

17.5

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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement incl forms , moulds ,mitred stopped ends etc.

250

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Add or deduct for each 25mm girth or part thereof over or under 30 cm inner girth

25

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M&L for 75 mm thick PCC 1:3:6 type -C2 using 40 mm graded stone aggregate as in floors etc, finished rough to receive floor finishes complete all as specified and directed.

520

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S&F heavy duty outdoor tiles 300x300 mm 8-10mm thick set and jointed in neat cement slurry and pointed in white/ coloured cement to match the shade as in floor over and incl 15mm thick cement screed bed in CM 1:6 including dismentalling complete all as specified and as directed.

400

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Dismantling of interlocking paver block laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified and directed

12

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M&L for refixing of interlocking paver blocks of any type complete all as specified and directed.

30

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S & F machine pressed rubber moulded coloured precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade all as specified and directed.

90

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M & L for 40 mm thick PCC 1:3:6 type C-1 using 20mm gradd stone aggregate as in floors for levelling course on existing cleaned surface etc for laying paver blocks, chequered tiles etc finished rough to receive floor finishes complete all as specified and directed.

30

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M & L for sand filling under floors or in foundation including watering and consolidation.

3

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S & F 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 to Fe-290 Gde-E-165

20

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S & F 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

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M & L for 75 mm thick cement concrete type C2, 1:3:6 (40mm graded aggregate) as in floors or plinth protection and finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed.

80

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Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed.

2

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Demolition of concrete (Reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

5

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M&L for MS TMT bars 10mm dia and over cut to Length bent to shape required including cranking, bending, spirally for hooping for columns with an incl MS wire(Annealed not less than .90 mm Dia) or securing with clips complete all as specified and directed.

1000

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M & L for providing precast cement concrete (reinforced)Type B1, 1 : 2 : 4 (20mm graded aggregate) set in cement mortar 1 : 6, in landings, for RCC cover slabs factory made for drains cover with plain faces complete all as specified and directed.

5

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Cleaning of blockage of weep holes of any type or any size in retaining walls by way of rodding and removal / clearing of mud, vegetation growth with rodding up to extreme end and making good the shape and size of weep hole with cement mortar in CM 1:4 complete all as specified and directed.

20

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Preparing for plastered or unplastered old decorated surfaces of stone/concrete walls by brooming down or steel wire brushing, scraping down smoke soot, moulds, mass and efflorescent salt, oil and greasy spots etc complete all as specified and directed

20

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M&L Rendering 15 mm thick in two layers consisting of first layer 10 mm in CM 1:6 and top layer 05 mm thick in CM (1:4) plastering on stone masonry surface INCLUDING FILLING ALL THE GAPS BETWWEN THE STONES and rendering is to be finished even and smooth w/o using extra cement.

20

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Demolition of Brickwork or stone/ boulder masonry, built in CM including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

150

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M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:6 complete all as specified and directed.

3

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M & L for walling of random rubble, uncoursed well bounded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed.

25

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M & L for walling (Except stone) of random rubble, uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed

125

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Demolition of Brickwork or stone/ boulder masonry, laid dry complete all as specified and directed.

4

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M & L for walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed.

1

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M & L walling (Except stone) of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed.

3

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Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed.

10

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Raking out joints/pointing built in cement mortar to random rubble or polygonal rubble uncoursed or brought up to courses, washing the joints and removing rubbish off the premises complete.

50

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M&L for raised pointing to random polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.

80

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S&F in repairs 75mm bore PVC(SWR) pipes single socketed for weep holes , in any length as in weep holes complete all as specified and directed.

120

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Excavation in trenches ,n exc 1.5m wide and n exc 1.5mtr in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10sqm on plan and n exc 1.5mtr in depth and getting out in Hard/dense soil complete all as specified and directed.

5

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Excavation in trenches ,n exc 1.5m wide and exc 1.5mtr but n.exc 3.00m in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10sqm on plan and getting out in Hard/dense soil complete all as specified and directed.

3

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Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm (hard/dense soil).

6

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Removing excavated material (soils) n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed.

3

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M & L for 150mm bore dia Reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and breaking up of drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar any dia over Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified and as directed.

5

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M & L for 300mm bore dia Reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and breaking up of drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar any dia over Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified and as directed.

2

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Dismantling wrought iron or mild steel work of any description not otherwise provided for.

0.5

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M & L for precast concrete Kerb Stones factory made of type B1, 1 : 2 : 4 (20mm graded stone aggregate) 10 to 15 cm thick and and setting in CM 1 : 6 including taking out existing broken stone with necessary excavation etc complete all as specified and directed.

2

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M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified

10

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