Military Engineer Services Tender

Excavation over areas exc 1.5 mtr deep but n.exc 3.0m deep and not exc 1.5 mtr wide and getting out in hard/dense soil complete all as specified and directed

Excavation over areas exc 3 mtr deep but n.exc 3.0m deep and not exc 4.5 mtr wide and getting out in hard/dense soil complete all as specified and directed

M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

M&L for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified

M&L for RCC M-30 Design mix as in foundation including rafts, footings, foundation beam etc and mass concrete complete all as specified and directed

M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work to form fair finished surfaces of concrete complete all as specified and directed

M&L for RCC M-30 design mix as in walls complete all as specified and as directed.

M&L for formwork to rough finished surfaces of walls, retaining walls aboutments, parapets and like, horizontal or slooping & similar work complete all as specified and directed.

M&L Treating the backfill in contact with foundation at the rate og 7.5 litres of emulsion per square meter of vertical surface(area of the substruvcture in contact with back fill to be measured) complete all as specified and directed

M&L Mild steel TMT(CRS) bars 10mm dia and over ,cut to length , bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with mild with clip quality conforming to TMT bars complete all as specified and directed

M & L 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 conforming to Fe.290.Gde-E-165 and portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc.complete all as specified

S& F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified

M & L rendering 15mm thick in CM 1:3 on fair face of brick or conc surfaces etc. Complete all as per specified and directed .

M&L for providing PCC 1:2:4, Type B1 (20mm graded aggregate) in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed

Returning, filling in including spreading, levelling, watering and well ramming in layers n exc 25 cm complete all as specifed and as directed by engineer-n-charge

Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specifed and as directed

M&L for preparation of new or previously untreated surfaces of any description , not otherwise described over 10 cm width or girth for gates or like painting with two coats of synthetic enamel over acoat of red oxide primer complete all as specifed and as directed

M&L for preparation of new or previously untreated wall surfaces three coats of white wah complete all as specified.

M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and leveled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specifed and as directed

M/L PCC 1:3:6 type C2 75 mm thick (40 mm graded aggregate) , as in plinth protection and paving tiles finished the surfaces even & fair with out using extra cement complete all as specified and directed by Enginner-in-Charge

Surface Dressing not exc 15 cm deep and getting out in soft/Loose soil complete all as specified and as directed by engineer-in-charge

Excavation over areas depth not exc 1.5 mtr and getting out in soft/oose soil complete all as specified and directed by engineer -in-charge

Removing excavated spoil to a distance exceeding 250 Mtrs but not exceedng 500m and depositing where directed at a level n.exc 1.5m above the starting point all as specified.

Formation rolling in cutting with power road roller 8 to 10 tonne nt exc 12 tonne complete all as specified and directed by engineer -in-charge

M&L for 200mm thick GSB of Shingle or gravel, spread, rolled and consolidated to gradient and camber required interstices filled, surface formed and rolled and with 8 to 12 tonne capacity power roller and consolidated to required gradient and camber all as specified.

Supply, Laying and compacting 200 mm thick (compacted thickness) each layer of 100mm thick Water Bound Macadam (WBM) grading I of coarse aggregate with kankar or laterite (90 to 40mm)spread, rolled,and consolidated to a gradient and camber for complete all as specified and directed by engineer -in-charge

M&L for preparing of new unsurfaced WBM of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming coat/tack coat with bituminous primer @ 10.00 Kg/10 Sqm complete all as specified and as directed.

Material and labour for 40mm thick Bituminous premix semi dense asphaltic concreteof VG 30 or any paving bitumen 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled & compacted to required camber & gradient complete all as specified and as directed.

M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

M&L for 150 mm thick with each layer of 75mm thick Moorum/Red bajri,spread, rolled & consolidated to gradient & chamber required of side soulders complete all as specified and directed.

Material and labour for Pre-cast cement concrete kerb stone type B1 1:2:4 (20 mm graded stone aggregate) exc.10cm in width & setting in mortar1:4 complete all as specified and directed.

M&L Preparation of new stone or plastered surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.

Manufacturing, supplying and fixing retroreflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge

Material and labour for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation,filling and mass concrete complete all as specified.

Material & labourHardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M & L for sand filling as a cushioning/bedding including watering and consolidation complete all as specified

M & L for 80 mm thick Machine pressed precast concrete interlocking paver block with grey cement and pigment, rubber mould vax finished, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade complete all as specified.

M & L for cement concrete type B-1 using 1:2:4 using 20 mm graded stone aggregates for edging of interlocking tiles complete all as specified

Supply & fix of 50 mm bore medium grade GI tubing with all fitting with all connections for, complete to walls and ceilings or laid in trenches complete allas specified and as directed by the Engineer-in-Charge. Make: Tata/Jindal/Zenith/Swastik/Prakash

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in soft/loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm obtained from excavation complete all as specified and as directed.

Removing excavated soil to a distance not exceeding 50mtr and depositing where directed at all level not exceeding 1.5mtr above the starting point, compete allas specified and as directed.

Cutting the existing GI tubing 40/50mm dia for alteration or additions and screwing existing steel tubing or lengthening screw onpipe to form connector in trenches, floors or on walls and ceiling and rejoining including connecting up with GI union complete all as specified and directed. Note: Each cut shall be measured seperately

Cutting the existing bituminous road/cement concrete surface, 150 mm thick to the required widrh 150mm for laying pipe lines and making good the distubed area to match with existing complete all as specified and directed.

Material and labour for PCC (1:4:8), type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete including necessary form work complete all as specified and as directed.

S&F gun metal gate valve, painted finish, with forged brass spindle and iron wheel head, screwed both ends internally IS-778 marked ca;ss-2 for iron pipe of size 50mm bore complete all as specified and directed by Engineer-in-Charge.

SIGNATURE OF CONTRACTOR