Military Engineer Services Tender

M&L for PCC (1:4:8), type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for broken bricks or brick bat loose filligs with aggregate of gauge 80 to 150mm in soakage pits, soakage well complete all as specified and directed.

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

Returning filling in including, spreading, levelling, watering and well ramming in layers n.exc 25cm in soft/loose soil complete all as specified and directed.

Demolition and breaking up drain pipes of 150mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 200mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 300mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6, type C-2 for bore of pipes 150mm dia complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6, type C-2 for bore of pipes 200mm dia complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6, type C-2 for bore of pipes 300 mm dia complete all as specified and directed.

Supply, laying and jointing 150mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

Supply, laying and jointing 200mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

Supply, laying and jointing 300mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

M&L for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in cills, PCC blocks, coping, bed plates, seismic and other similar bands, plinth bends, etc including weathering slightly rounded or chamfered angles and throuting, inclusing necessary form work etc complete all as specified and directed.

Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, built in cement mortar complete all as specified and directed.

M&L for brick work with sub-class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed.

All as per ser items No-19 except bricks complete all as specified and directed.

M&L Brick work with sub class 'B' bricks in one brick thick honey comb walling ,built in cement mortar 1:4 complete all as specified and directed.

Taking down cement plaster of any description including racking out joints for key scrubing with water etc complete all as specified and directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed. Note : WPC shall be measured and paid separetely.

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

M&L Precast Cement Concrete (1:2:4), Type B-1 using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and directed.

M&L extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Mild steel TMT bars 5 mm and over upto and including 10 mm dia in stirrups,spaces and binders cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia all as specified and directed.

Use & waste for form work to soffits of suspended slab such as roof slab, floor slab , landing and similar work, n.exc 200mm thick horizontal or sloping, finished fair and even complete all as specified and directed.

Use and waste of form work to faces of walls, retaining walls, abutments, parapets and staircases, railing and similar work including attached pillasters, buttresses etc vertical or to batter fair finished surface of concrete complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4), Type B-1 smooth finished, and reforming benching as required for 150mm internal dia of pipe complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4), Type B-1 smooth finished, and reforming benching as required for 200mm internal dia of pipe complete all as specified and directed.

Supply only Water proofing compound (ISI mark).

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc, including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and directed).

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or trenches,110mm bore all as specified and directed.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or trenches, 75 mm bore all as specified and directed.

S&F PVC (SWR) bends any radius 110mm bore all as specified and directed.

S&F PVC (SWR) bends any radius 75mm all as specified and directed.

S&F 75mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed.

S&F 110mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed.

S&F 75mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.

S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.

S&F 110mm bore PVC (SWR) branch piece, single(Single Y) equal or unequal with access door complete all as specified and directed.

S&F 110mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F PVC (SWR) gully trap 125 x 110mm setting and jointing with solvent cement all as specified and directed.

Removal of sludge from septic tanks/manholes of any size and depth and burying the sludge in pits with suitable depth & filled by earth out side the building perimeter including earth work and removal of surplus soil including dewatering of water complete all as directed. Note : Dewatering of water or mud shall not be paid, only sludge to be paid.

Clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/nahani traps, soil waste/vent pipes gully trap upto 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a distance up to 50 metres to the entire satisfaction of Engr-in-Charge. Note :- (a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engr-in-Charge to receive all complaints of entire area divided in two parts i.e. Md accn & OTM accn under this contract. (b) Contractor shall provide service providers (sweepers) separately for both the areas as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Complaint/blockage cleared in one building in a day may be for WC, bath, kitchen, floor/nahani traps etc shall be treated as one complaint. (d) Please note that all the complaints relating to internal sewage (WC/bath/kitchen etc) shall be attended within same day (within 12 hour). (e) In case any complaint pertaining to inside the building (WC/bath/kitchen) is not attended by 12.00 hours. A penalty @ Rs. 100/- complaint shall affected from contractor payments.

Clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes by mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified. Note:- (a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engr-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails. (d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 200/- per complaint shall affected from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.

Cleaning of septic tank by removing septic tank cover , pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.

Up to 50 User Septic tank Capacity complete all as specified and directed.

More than 50 user and up to 100 User septic Tank Capacity complete all as specified and directed.

More than 100 user and up to 250 User septic Tank Capacity complete all as specified and directed.

More than 250 user and up to 400 User septic Tank Capacity complete all as specified and directed.

Cutting of grass, growth/ vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/ manholes in any location or condition all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer on new surface of wall complete all as specified and directed.

Schedule of credit amount of Rs. 66,535.00 to be deducted during AOC.