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| 1 | SCHEDULE `A\" PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. |
| 2 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-A) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 73.81%. |
| 3 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-B) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 74.49% |
| 4 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-C) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 79.24% |
| 5 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-D) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 74.53% |
| 6 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-E) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 81.80% |
| 7 | Completion of incomplete/balance works and rectification of defects for contruction of a block of 16 qtrs (BLOCK-F) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 81.80% |
| 8 | Contruction of parking shed (BLOCK-A) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 100.00% |
| 9 | Contruction of parking shed (BLOCK-B) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 100.00% |
| 10 | Contruction of parking shed (BLOCK-C) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 100.00% |
| 11 | Contruction of parking shed (BLOCK-D) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 100.00% |
| 12 | Completion of incomplete/balance works and rectification of defects for contruction of parking shed (BLOCK-E) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 39.50% |
| 13 | Completion of incomplete/balance works and rectification of defects for contruction of parking shed (BLOCK-F) complete all as specified and shown on drawings. Quantum of approx balance works to be completed is 39.50% |
| 14 | NOTE: Schedule ‘A’ Part IIto XII below are Prepriced by MES. |
| 15 | Lump sum price worked out by the Contractor for “EXCAVATION AND EARTH WORKS” as listed in Schedule ‘A’Part II |
| 16 | Lump sum price worked out by the Contractor for “ INTERNAL ELECTRIFICATION WORKS” as listed in Schedule ‘A’Part III |
| 17 | Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY WORKS\" as listed in Schedule ‘A’Part IV |
| 18 | Lump sum price worked out by the Contractor for \"SEWAGE DISPOSAL WORKS” as listed in Schedule ‘A’Part V |
| 19 | Lump sum price worked out by the Contractor for “AREA DRANAGE WORKS” as listed in Schedule ‘A’Part VI |
| 20 | Lump sum price worked out by the Contractor for “ROAD, PATH AND CULVERT WORKS” as listed in Schedule ‘A’Part VII |
| 21 | Lump sum price worked out by the Contractor for “ FENCING AND GATE WORKS” as listed in Schedule ‘A’Part VIII |
| 22 | Lump sum price worked out by the Contractor for“EXTERNAL WATER SUPPLY WORKS ” as listed in Schedule ‘A’Part IX |
| 23 | Lump sum price worked out by the Contractor forEXTERNAL ELECTRIFICATION WORKS” as listed in Schedule ‘A’Part-X |
| 24 | Lump sum price worked out by the Contractor for“BOREWELLS WORKS” as listed in Schedule ‘A’Part-XI |
| 25 | SCHEDULE `A\" PART - XII MISCB/R & E/M ITEMSis not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. |
| 26 | Excavation and Earth Works |
| 27 | Removal of excavated material outside of MoD land on contractor on arrangement complete all as specified. |
| 28 | INTERNAL ELECTRIFICATION |
| 29 | S&F energy saving LED 20 watt batten light fitting box type 230 volts surface mounted complete with all accessories pre wired, providing flexible copper wired, providing flexible copper wire, 3 core 0.50 sqmm PVC insulated and overall sheathed complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F10W LED light fitting surface mounted provide with high output diffuser 2 ft long, suitable for 230 volts complete with all accessories, pre-wired and providing flexible copper wire, three core cable 0.50 PVC insulated and overall sheathed omplete all as specified and directed by Engineer-in-Charge. |
| 31 | Supply & Fixing LED security light fitting 25 watt, having uniformaty ratio 0.25, high pressure die cast aluminum housing, heat resistant toughened glass with frame, IP66 protection complete with lamp & connected items and connection with, suitable cable from, ceiling rose to light fitting and fixing on Gl pipe bracket made out of suitable dia Gl pipe medium grade 1.2mtr long bent to shape and-fixed on wall with flat iron clamps,nut, bolts washer etc all as specified and directed. |
| 32 | S&F ceiling fan complete including step type regulator with blade, down rods, 230 volt, 1200 sweep, min air delivery 210 CFM with service value 6.0 BEE with brush less direct current motor (BLDC) including 3 core flexible copper conductor cable PVC insulatedandoverallsheathed size 0.50 sqmm of required length from ceiling rose to connector of ceiling fan complete all as specified and directed. |
| 33 | INTERNAL WATER SUPPLY |
| 34 | S & F 15mm dia health faucet with 1 meter long choromium plated, screwed down, screwed for iron pipe or for brass ferrule and fixed in repairs complete all as specified and directed. |
| 35 | ROAD |
| 36 | M&L for preparation of new/previously untreated surfaces to receive the thermoplastic paint and making of guide lines, dashes, arrows, letters etc with reflective thermoplastic paste 2.0 to 2.5 mm thick, white, golden, yellow or black colour as required, using glass beads necessary for acheiving reflection on roads, pavements and the like of any description and any width all as per MORTH clause 803.4 and BS 6088 complete all as specified and directed. |
| 37 | S&F for cat eye road stud of size 90mmx 110mmx17mm made of heavy ABS body conforming to ASTM standard having load capacity of 60 ton with reflectors on both sides and fixing with epoxy on road complete all as specified and directed. |
| 38 | M&L for factory made pre-cast cement concrete kerb stone of design mix M-35 grade size 900mm length, 300mm height, bottom width 125 mm and top width 80mm, kerb stone should be manufactured in jointless moulds on vibration compaction table and finishes smooth as per required shape, size and pattern and setting in position, in cement mortar 1:4, jointing and pointing with cement mortar 1:2 complete. |
| 39 | SEWAGE DISPOSAL |
| 40 | Supply and fixing, SFRC drain cover of size 1200mm x400mmx70mm thick laid over existing drain complete all asspecified and as directed. |
| 41 | AREA DRAINAGE |
| 42 | Supply and fixing, SFRC drain cover of size 900mm x600mmx70mm thick laid over existing drain complete all asspecified and as directed. |
| 43 | EXTERNAL WATER SUPPLY |
| 44 | Material and labour construction of valve chamber of size 900x900x900mm internal size suitable for Each valves with PCC 1:4:8 type D 2 for foundation and brick masonry wall in cement mortar 1:6 PCC 1:3:6 type C 1 for coping rendering in CM 1:4:15mm thick including Provn of mild steel sheet cover 3.15mm thick on 40x40xx6mm angle iron frame work with two coats of synthetic enamel black paint over a coat of red oxide primer and locking arrangement including necessary excavation earth work all as specified and directed by Engr-in-Charge. |
| 45 | Supply and lay pipe ductile iron, S/S including specials, Class \"D\" K-7, 100mm (4\") dia with spigot and socket ends including tyton joints complete all as specified and directed. |
| 46 | Supply and lay pipe ductile iron, S/S including specials, Class \"D\" K-7, 150mm (6\") dia with spigot and socket ends including tyton joints complete all as specified and directed. |
| 47 | M&L for DI special such as tees, bends of any sizes and radius, tapers, colars, tail piece caps and plug upto 150 mm bor complete all as specified. |
| 48 | BOREWELL |
| 49 | Supply, lowering and welding MS ERW slotted housing pipe of size 150mm bore having thickness 8 mm as per IS-4270: 1992 and slot size 2\"x1/16\" and area of slot between 15 to 22% of screened area including welding of pipe complete all as specified and directed by Engr-in-Charge. |
| 50 | Supply and pouring/packing washed pea gravells of size 3mm to 5mm round in shape around the linear assembly to the entire depth of bore hole upto ground level complete all as specified and directed by Engr-in-Charge. |
| 51 | S&F housing clamp for 150mm dia pipe made out of flat iron 100x12mm thick with required bolts, nuts & washers including painting with two coats of black bitumenious paint over a coat ofred oxide primer complete all as specified and directed. |
| 52 | S&F housing clamp for 50mm dia pipe made out of flat iron 100x12mm thick with required bolts, nuts & washers including painting with two coats of black bitumenious paint over a coat ofred oxide primer complete all as specified and directed. |
| 53 | M&L for well cap fabricated out of 6mm thick MS Sheet for 150mm dia bore pipe in two piece having 80mm dia hole in centre with external bracket of flat iron of size 100mm x 6mm thick complete with nuts, bolts and washers including painting with two coats of black bituminous paint over a coat of red oxide primer complete all as specified and directed. |
| 54 | Supply and test ductile pipe iron, S/S incl specials, class \"K-7\", 100 mm with spigot and socket ends including tyton joints complte all as specified and directed by Engr-in-Charge. |
| 55 | M & L for DI specials such as tees, bends etc. of any size and radius, tapers, colers, tail piece caps and plug upto 100 mm borecomplte all as specified and directed by Engr-in-Charge. |
| 56 | EXTERNAL ELECTRIC SUPPLY |
| 57 | S&F LED street light fitting 35 Watts made up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having seperate driver compartment with lP65 protection and impact resistance of IK07 with 10 KV Built-in Surge Protection Device and all accessories and connection with suitable size cable with and including GI light grade 1.2 mtr long bent to shape and fixed on pole with and including flat iron clamps, nuts, bolts, washers etc all accessories & making all necessary connections complte all as specified and directed by Engr-in-Charge. |
| 58 | S&F Junction box of size 155x210x92 mm, IP 66, factory made, weather proof, front openable including 2 Nos. aluminium bus bars mounted on insulators heavy duty of rating 32 Amp, with knockouts for cable entry from bottom complete with necessary clamps, nuts, bolts and washers for fixing on street light poles all as specified and directed by Engr-in-charge. |
| 59 | S&F PVC insulated multi-stranded copper conductor wire of size 1.5 sqmm, 2 core, Assessed 1100 volts for street light fitting connection from junction box to street light fitting with and including PVC conduit and fixing on street light pole with clamps, nuts, bolts and washers complete all as specified and directed. |
| 60 | Supply and fixing of Out door type cubical panel board suitable for 3 phase, 4 wire, Assessed 415V, 50 Hz fabricated in with MS sheet not less than 3.15mm thick provided withJob suitable gasket to make it dust and vermin proof and the panel duly supported with suitable size of angle iron. The LT panel shall be front and back openable and having inner and outer shells. The inner shells duly compartmentalized for each control gears. The panel should have suitable size of aluminium Bus -bar three phase 4 wire system having current carrying capacity of 300 Amps. The panel should incorporate (i) Digital type Volt meter 0-500V range-01 No., (ii) Digital type ampere meter 0-200A range - 01 No. (iii) Phase indicator lamp (LED type) - 1 Set (set of three) complete with the following incoming and outgoing controls:INCOMING : MCCB 4 pole 200 Amp 25 KA -01 No.OUTGOING : (i) MCCB 100 Amp 3 pole 16 KA = 03 Nos.ii) MCB outgoing SP 10 Amp, 10 KA - 03 Nos. |
| 61 | Supply and fixing of Out door type cubical panel board suitable for 3 phase, 4 wire, 415V, 50 Hz fabricated in with MS sheet not less than 3.15mm thick provided with suitable gasket to make it dust and vermin proof and the panel duly supported with suitable size of angle iron. The LT panel shall be front and back openable and having inner and outer shells. The inner shelfs duly compartmentalized for each control gears. The panel should have suitable size of aluminium Bus -bar three phase 4 wire system having current carrying capacity of 300 Amps. The panel should incorporate(i) Digital type Volt meter 0-500V range-01 No., (ii) Digital type ampere meter 0-200Arange - 01 No. (iii) Phase indicator lamp (LED type) - 1 Set (set of three) complete with the following incoming and outgoing controls :INCOMING : MCCB 4 pole 200 Amp 25 KA -01 No.OUTGOING: (i) MCCB 100 Amp 3 pole 16 KA = 03 Nos.(ii) MCB outgoing SP 10 Amp, 10 KA= 04 Nos.(iii) Digital type time switch astro type (having longitude and (attitude of Indian citiesin memory) 250 V single phase of 20 A rating with contactor complete. |
| 62 | M&L for Boring of holes under road/pavement /hard standing by trenchless technology using ultra sound technique and necessary machine including M&L for HDPE Pipe of 150 mm dia suitable for 0.4 Mpa working pressure. Note: The contractor will get any damaged cable/pipe etc repaired caused due to boring without any extra cost complete all as specified and directed. |
| 63 | RAIN WATER HARVESTING |
| 64 | Providing orange colour safety foot rest of minimum 6mm thick each plastic encapsulated as per IS:10910, on 12mm dia steel bar conforming to IS: 1786, having minimum cross section as 23mm X 25mm and over all minimumlength 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing manhole with 30X20X15cm cement concrete block 1:3:6 (1 cement: 3 Coa sand: 6 graded stone aggregrate 20mm nominal size) complete as per design. |
| 65 | Extra for depth for manhole size (120cmx90cm) with common Meter 1.80 burnt clay F.P.S ( non-modular) bricks of class designation 7.5complete all as specified and directed. |
| 66 | Carriage of Material by mechanical transport including loading, unloading etc. Complete lead 1 km the place of disposal shall be approved by the engineer-in- charge. |
| 67 | Extra for every addition lead of 1.0.km or part thereof beyond 10 K.m upto 20.00 lead Earth complete all as specified and directed. |
| 68 | Providing and laying in position cement concrete of specificed, grade excluding the cost of centering and shuttering - All work:upto plinth level 1:5:10 (1 cement: 5 coarse sand (zone-Ill) derived from naturalsources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 69 | Providing and laying in position cement concrete of specificed qrade excludinq the cost of centerinq and shutterinq -All work upto plinth complete all as specified and directed. |
| 70 | Providing and fixing in position pre-cast RCC manhole covers and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter complete all as specified and directed. |
| 71 | Providing and fixing of non-woven Geotextile having thickness of 400 GSM, Having mininum tear Strength of 250 ASTM D4533, width wise having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Break % of 57 plus as per ASTM D 4595 in Two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding, and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of engineer-in-charge fifing at any height, loading, unloading all taxes charges, all I & M, T & Pas complete job Nothing extra will be paid whatsoever the case may be complete all as specified and directed. |
| 72 | Providing and fixing of CGWB/GRIHA approved Pure RainFilter 700mm dia with 300mm dia inlet and outlet to accumulate storm water having desilting suspended solid catcher made out of FRP with strainers steel 304 grade strainers, having steel bucket of 60micron capable of eliminating finer particulate matter upto160mmicron filtration made of SS net with long fiber foam of 25mm thickness, green color, filtration capacity 40-80 kiloliters complete in accordance to the design, drawing and specification complete as per entire satisfaction of Engineer-in-Charge. Total depth of filter shall be 2000mm including two filter extension. lifting at any height, loading, unloading all taxes charges, all I & M, T & Pas complete job Nothing extra Will be paid whatsoever the case complete all as specified and directed. |
| 73 | Providing & Fixing ofCo-polymer based rainwater harvesting structure including supply of cross wave of size 494 mm x 494mm x220mm with minimum void ratio of 94.7% having a weight of 1.8 kg and spacers having size of 988 mm x 240 mm x 25 mm having a weight of 0.8 kg of approved make and arranging the same in as directed by the engineer -in-charge and in complete accordance to the design, drawings, The rates are inclusive of all necessary tran portation, loading, unloading excise, vat control;etc.as per entire satisfaction of Engineer -in-charges, all I & M, T & P as complete job Nothing extra will be paid whatsoever the case may be |
| 74 | Providing and fixing polyethylene pipe of working pressure 6Kg per square cm confirming to IS:4985 including jointing with sealing ring confirming IS:5382 leaving 10 mm gap for thermal expansion 300mm dia UPVC pipe Ufing at any height, loading, unloading all taxes charges, all I & M, T & P as complete job, Nothing extra will be paid whatsoever the case may be complete all as specified and directed. |
| 75 | Supply and installation of FRP based access Chambers, each having of size 500mm x 500mm x 500 mm to have access in the tank complete in accordance to the design, drawings and specifications complete all as specified and directed. |
| 76 | Constructing brick masonry manhole (silt chamber type) inside size 1.20mX0.90mX 1.20m deep with FPS brick class designation 75 in cement mortar 1:4 (1 Cement: 4 coarse sand) 15mm thick RCC top slab with 500mm dia opening in cement concrete 1:2 :4 (1 cement: 2 C/sand: 4 graded stone agg, /xsize reinforced with.18.92 kg cold twisted steel bars 20 cm foundation concrete 1:4:8 (1 cement: 4 C/sand: 8 graded stone agg 40mm size) inside plastering 12 mm thick with cement mortar 1:3(1 cement 3 C/sand) finished with a floating coat of neat cement and providing 75 mm thick bed concrete in 1:2:4 mix (1 cement: 2 C/sand: 4 graded stone agg. 20mm size) including neat cement punning inside the manhole complete as per standard design/depth shall be measured from invert level of manhole excluding cost of manhole cover and frame which shall be paid for separately etc. All complete as per direction of Engineer-in-Charge. |
| 77 | Supplying, filling, spreading & levelling stone aggregate 20mm nominal size, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-Charge. |
| 78 | Supplying and fixing PVC (SWR)pipes, single socketed, in any length, with rubber rings 110mm dia complete all as specified and directed by Engr-in-Charge. |
| 79 | DEMOLITION AND DISMENTLING |
| 80 | Taking down MCB DB alongwith MCBs any size complete all as specified and directed. |
| 81 | Taking down gratings of any type & any description complete all as specified. |
| 82 | Taking down LT U/G cable complete all as specified and directed. |
| 83 | Dismantling and removing RCC pole and taking down from the site complete all as specified and directed. |
| 84 | Taking down of OH LT aluminium conductor from LT Pole complete all as specified and directed. |
| 85 | Taking down of cross arm from LT poles etc complete all as specified and directed. |
| 86 | Removing of demolished building materials (other than soils) out side of MoD land on contractor own arragement complete all as specified. |
