Tender For Extension, Resurfacing, And Allied Work Services Of Runway At Af Stn Bamrauli Prayagraj, Prayagraj-Uttar Pradesh

TDR : 54929289

Tender Notice
BOQ

38 Days Left

Prayagraj , Uttar Pradesh

Tender Brief : Tender For Extension, Resurfacing, And Allied Work Services Of Runway At Af Stn Bamrauli Prayagraj

Document Fees
₹ 300 /-

EMD
₹ 1500000.0 /-

Tender Value
₹ 260.65 Crore /-

Submission Date
13-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	SCHEDULE A PART I (BUILDING WORKS)
2	Lump sum price worked out by the contractor for Building works as listed in Sch ‘A’ Part I .
3	SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY)
4	Lump sum price worked out by the contractor for Internal water supply as listed in Sch ‘A’ Part II.
5	SCHEDULE ‘A’ PART- III (INTERNAL ELECTRIFICATION WORKS)
6	Lump sum price worked out by the contractor for Internal Electrification Workd as listed in Sch ‘A’ Part II.
7	SCHEDULE ‘A’ PART- IV (EXTERNAL WATER SUPPLY)
8	Lump sum price worked out by the contractor for External water supply as listed in Sch ‘A’ Part IV.
9	SCHEDULE ‘A’ PART- V(EXTERNAL ELECTRICFICATIONS)
10	Lump sum price worked out by the contractor for External electrifications work as listed in Sch ‘A’ Part V.
11	SCHEDULE ‘A’ PART- VI (AREA DRAINAGE)
12	Lump sum price worked out by the contractor for Area Drainage work as listed in Sch ‘A’ Part VI.
13	SCHEDULE ‘A’ PART- VII (ROAD/PATH/CULVERT/HARD STANDINGS)
14	Lump sum price worked out by the contractor for ROAD/PATH/CULVERT/HARD STANDINGS work as listed in Sch ‘A’ Part VII.
15	SCHEDULE ‘A’ PART- VIII (COMPOUND WALL, FENCING & GATE)
16	Lump sum price worked out by the contractor for COMPOUND WALL, FENCING & GATE work as listed in Sch ‘A’ Part VIII.
17	SCHEDULE ‘A’ PART- IX (SEWAGE DISPOSAL)
18	Lump sum price worked out by the contractor for Sewage Disposal work as listed in Sch ‘A’ Part IX.
19	SCHEDULE ‘A’ PART- X (RUNWAY, TAXI TRACK & TURN PAD)
20	Lump sum price worked out by the contractor for RUNWAY, TAXI TRACK & TURN PAD work as listed in Sch ‘A’ Part X.
21	SCHEDULE ‘A’ PART- XI (TRAFFIC BARRIER WORKS)
22	Lump sum price worked out by the contractor for TRAFFIC BARRIER WORKS work as listed in Sch ‘A’ Part XI
23	SCHEDULE ‘A’ PART- XII (RAIN WATER HARVESTING/RECHARGE PIT)
24	Lump sum price worked out by the contractor for RAIN WATER HARVESTING/RECHARGE PIT work as listed in Sch ‘A’ Part XII.
25	SCHEDULE ‘A’ PART- XIII (WIND SOCK, PLINTH & DTGMS)
26	Lump sum price worked out by the contractor for WIND SOCK, PLINTH & DTGMS work as listed in Sch ‘A’ Part XIII.
27	SCHEDULE ‘A’ PART- XIV (EARTHWORK AND SITE CLEARANCE)
28	Lump sum price worked out by the contractor for EARTHWORK AND SITE CLEARANCE work as listed in Sch ‘A’ Part XIV.
29	SCHEDULE ‘A’ PART- XV (DEMOLITION)
30	Lump sum price worked out by the contractor for DEMOLITION work as listed in Sch ‘A’ Part XV
31	Sch A Part XVII (Miscellaneous Items of B/R and E/M)
32	Taking down old unserviceable PVC cistern complete all as specified and directed.
33	Taking down old CP bib cock/stop cock/angle cock/pillar tap etc complete all as specified and directed.
34	Taking down old unserviceable vitreous china wash basin/urinal complete all as specified and directed.
35	Taking down old unserviceable PVC pipe of any description complete all as specified and directed.
36	Supply, Install and Testing of Automatic axis control barrier, protection grade minimum IP54 for beam length 4m , duty cycle minimum 70% Activation system comprising hydrant pump unit, plunger, piston equalizer and transmission shaft, Balancing by compression spring, single phase 230 volt, AC supply operated, Bi-directional motor, operating temperature range - 10˚C to 55˚C complete all as specified and directed.
37	Supply, Install, testing & commissioning of “ STOP” & “GO” traffic signal light of signal size 300 mm, polycarbonate body UV stabilized , water clear lenses minimum viability range 300 meter, minimum IP 65 protection, solid state electronic power circuit , PF ˃ 0. 9 suitable for ambient temperature – 10˚ C to 55˚ C and suitable to operate on 230 volt AC supply complete all as specified and directed.
38	Supply ,fixing,installtaion ,testing and commissioning 8 port field switch (Industrial grade) to with stand 60˚ C temperature in field complete all as specified and directed.
39	Supply and fixing layer 324 port core switch for barrier complete all as specified and directed.
40	Supply and fixing SFP module for barrier complete all as specified and directed.
41	Supply and fixing outdoor rack fully loaded for barrier complete all as specified and directed.
42	Supply and fixing outdoor 6 port full loaded LIU for barrier complete all as specified and directed.
43	Supply and fixing 19 U rack fully loaded for barrier complete all as specified and directed.
44	Supply and fixing 12 core LIU for barrier complete all as specified and directed.
45	Supply and fixing 3 KVA online UPS for barrier complete all as specified and directed.
46	Supply and fixing 1 KVA online UPS for barrier complete all as specified and directed.
47	Supply and fixing OFC 6 core cable for communication to barrier complete all as specified and directed.
48	Supply, laying and fixing High density polyethylene (HDPE) pipe of pressure rating PN6 & PE80 grade of dia 40 mm OD confirming IS-14930, Part-II complete all as specified and directed.
49	Supply and fixing multi operational panel for barrier complete all as specified and directed.
50	Supply and fixing passive components and required accessories for barrier complete all as specified and directed.
51	Supply and fixing i7 work station with 24 inch display for barrier complete all as specified and directed.
52	M&L for installation ,testing and commissioning of barrier as design by CE office including warranty and liability period certificate complete all as specified and directed
53	Supply,installation,testing and commissioning of multi operational security software including accessories complete all as specified and directed.
54	M&L laying well burnt old size bricks, sub class \\"B\\" bricks, straight or curved on plan , laid flat with width equal to length of brick , laid dry over electric cable for protection complete all as specified and directed
55	M&L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed
56	Supplying, installing, commissioning and testing factory made TPN bus bar chamber including 4 Nos copper bus bars strips of capacity 63 Amps ,4 Way,mounting insulataors including all incoming and outgoing , lugs and glands , nuts, bolts and washers of complete all as specified and directed
57	Labour for dismantalling by incomming and outgoing cable and unsrewing nut bolts of existing LT Panel board near Automated weather Station near Control Hut and shifting and refixing the same within 50 Mtr (Maximum) including PCC foundation type 1:2:4, B-2 and earth work in soft loose soil complete all as specified and directed
58	M&L for earthing complete with Galvanised earth plate electrode 600x600x6mm thick buried directly in ground (earth) pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level connected to galvanised iron strip 25x4mm as earthing lead by means of bolts, nuts, check-nuts and washers of galvanised iron or steel besides welding at all joints as shown in drawings and including excavation and earth work, GI pipe light grade 40mm bore for protection of GI strip from earth electrode to and including the earth test point of galvanised Iron/steel of size 75mm x 75mm x 25mm, supplying and laying charcoal stone aggregate) chamber and mild steel angle iron frame 40x40x3mm and RCC cover 40mm thick (1:2:4) type B-1 using 20mm graded crushed stone aggregate reinforced with 8mm dia TMT BARS @ 75mm O/O both ways with mild steel handle 12mm dia, PGI funnel with wire mesh, 20 MM dia GI pipe light grade for watering all as shown in electrical plate No.3 of MES SSR Part - 1Note:- Earthwork, PCC, RCC work, steel work, GI pipe/strip etc. which are mentioned above are deemed to be included in rates.
59	M&L for laying and compacting 150mm thick (compacted thickness) Granular Sub base course (GSB) grading as per Grade –II using pulverised demolished concrete obtained from demolition including adding deficient material to obtain the desired grading as specified in Table 400-1 of MORTH specifications for Road and Bridge works, 2013 in a single layer over compacted subgrade.Note: - (i) Aggregate shall be reused obtained from demolition.(ii) The rate includes pulverization, grading as per GSB grade II and lead of crushed material to the laying location from crusher plant.(iii) Material for grading shall be inclusive in the rate quoted.
60	M&L for laying and compacting 100mm thick (compacted thickness) Granular Sub base course (GSB) grading as per Grade –II using pulverised demolished concrete obtained from demolition including adding deficient material to obtain the desired grading as specified in Table 400-1 of MORTH specifications for Road and Bridge works, 2013 in a single layer over compacted subgrade.Note: - (i) Aggregate shall be reused obtained from demolition.(ii) The rate includes pulverization, grading as per GSB grade II and lead of crushed material to the laying location from crusher plant.(iii) Material for grading shall be inclusive in the rate quoted.
61	M&L for laying and compacting 100mm thick (compacted thickness) Granular Sub base course (GSB) grading as per Grade –V using pulverised demolished concrete obtained from demolition including adding deficient material to obtain the desired grading as specified in Table 400-1 of MORTH specifications for Road and Bridge works, 2013 in a single layer over compacted subgrade.The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density atleast 98% of MDD consolidating to required gradient and camber complete all as specifications for Road and Bridge works 2013 complete all as specified and directed.Note: - (i) Aggregate shall be reused obtained from demolition.(ii) The rate includes pulverization, grading as per GSB grade V and lead of crushed material to the laying location from crusher plant.(iii) Material for grading shall be inclusive in the rate quoted.
62	M&L for crushing of demolished concrete for reusing in GSB in portable crusher at plant complete all as specified and directed.
63	M&L for laying and compacting 150mm thick (compacted thickness) Granular Sub base course (GSB) grading as per Grade –V using pulverised demolished concrete obtained from demolition including adding deficient material to obtain the desired grading as specified in Table 400-1 of MORTH specifications for Road and Bridge works, 2013 in a single layer over compacted subgrade.Note: - (i) Aggregate shall be reused obtained from demolition.(ii) The rate includes pulverization, grading as per GSB grade II and lead of crushed material to the laying location from crusher plant.(iii) Material for grading shall be inclusive in the rate quoted. SCHEDULE ‘A’ PART- IBUILDING WORKS Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
64	M&L for laying and compacting 150mm thick (compacted thickness) Granular Sub base course (GSB) grading as per Grade –V using pulverised demolished concrete obtained from demolition including adding deficient material to obtain the desired grading as specified in Table 400-1 of MORTH specifications for Road and Bridge works, 2013 in a single layer over compacted subgrade.Note: - (i) Aggregate shall be reused obtained from demolition.(ii) The rate includes pulverization, grading as per GSB grade II and lead of crushed material to the laying location from crusher plant.(iii) Material for grading shall be inclusive in the rate quoted. SCHEDULE ‘A’ PART- IBUILDING WORKS Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
65	Construction of Living in Accn for 04 guards, complete all as specified and shown in drawings.
66	Construction of block of Static Water Tank 110 KL capacity, complete all as specified and shown on drawings. Total amount of Schedule ‘A’ Part-I carried over to BOQ Rs 2900000.0 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- II(INTERNAL WATER SUPPLY) Srl No Description of items of works Unit No of units Rate in Rs Amount in Rs
67	S & F galvanised steel water tubes 15mm bore medium grade with all fittings, fixed to walls and ceilings or laid in floors complete all as specified and directed.
68	S & F galvanised steel water tubes 20 mm bore medium grade with all fittings, fixed to walls and ceilings or laid in floors complete all as specified and directed.
69	S & F 15 mm bore fancy type chromium plated Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and directed.
70	S & F 15 mm bore fancy type, chromium plated Stop valves, cast copper alloy,screwed down, high pressure, with crutch or butterfly handle,screwed both ends for iron pipe or for unions and fixed, complete all as specified and directed.
71	S & F 20 mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as specified and directed.
72	S & F 15 mm bore Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed, complete all as specified and directed.
73	S & F pillar taps 15mm bore , cast copper alloy fancy type with capstan heads, chromium plated, quarter turn, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts screwed for iron pipe or brass ferrule complete all as specified and directed.
74	S & F 15 mm bore fancy type chromium plated concealed stop cock, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and directed. Total amount of Schedule ‘A’ Part-II carried over to BOQ Rs 13991.94 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- IIIINTERNAL ELECTRIFICATION Srl No Description of items of works Unit No of units Rate in Rs Amount in Rs
75	M&L for concealed point wiring on wall and surface wiring on ceiling/roof with necessary arrangements with 1.5 Sqmm single core 1100 Volts grade FRLSH PVC insulated unsheathed multistranded copper conductor with and including PVC concealed conduit of medium grade with all fittings including Modular metal flush box, Modular white cover plate with frame, of required module at site, fixed with chromium plated screws and washers for switches and sockets, including 1.5 Sqmm single core 1100 Volts grade FRLSH PVC insulated unsheathed multistranded copper conductor as earth continuity conductor connected to common earth dolly and including cutting chases in walls / floors for concealed conduit and making good disturbed surfaces area by cement mortar (1:3) and to match with the existing surface/colour by using existing oil bound distemper/white wash complete all as specified and directed for the following:- (a) One light, ceiling fan, Exhaust fan or Bell point controlled by one switch. Per point 46.0 992.75 45666.5 (b) --do -but on same board Per point 6.0 284.1 1704.6 (c) Ditto al as above as per Sl item No.1 above but with 1.5 sqmm copper conductor cable for One 5 Amps socket outlet on independent board. Per point 10.0 1070.4 10704.0
76	M&L for concealed point wiring on wall and surface wiring on ceiling/roof with necessary arrangements with 2.5 Sqmm single core 1100 Volts grade FRLSH PVC insulated unsheathed multistranded copper conductor with and including PVC concealed conduit of medium grade with all fittings including Modular metal flush box, Modular white cover plate with frame, of required module at site, fixed with chromium plated screws and washers for switches and sockets, including 2.5Sqmm single core 1100 Volts grade FRLSH PVC insulated unsheathed multistranded copper conductor as earth continuity conductor connected to common earth dolly and including cutting chases in walls / floors for concealed conduit and making good disturbed surfaces by cement mortar (1:3) and to match with the existing surface/colour by using existing oil bound distemper/white wash complete all as specified and directed for Power socket 15 Amps on independent board.
77	Supply and fixing Modular switch flush type single pole one way 5 Amps 240 volts, white finish complete all as specified and directed.
78	Supply and fixing Modular switch flush type single pole one way 16 Amps 240 volts, white finish complete all as specified and directed.
79	Supply and fixing Modular socket outlet 2 in 1, 5 pin, 6 Amps flush type white finish complete all as specified and as directed.
80	Supply and fixing Modular socket outlet 2 in 1, 6 pin, 6/16 Amps flush type white finish complete all as specified and as directed.
81	Supply and fix ceiling fan 1200 mm sweep,BEE 5 star rated, ceiling fan with brush less direct current (BLDC) motor , class of insulation :B 3 Nos blade, 30 cm long down rod, 2 Nos, canopies, shackle kit, safety rope, copper winding , power factor not less than 0.9, service value (CMM/W0 minimum 6.00 Air delivery minimum 210 CMM 350 RPM ( tolerance as per IS : 374-2019), THD not less than 10 %, elctronic regulator unit for speed control and all remaining accessories including safety pin, nut, bolts and washers, temperature rise = 75 degree C (max), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, earthing etc including necessary connection with ceiling rose with 3 core 1.0 Sqmm PVC insulated round flexible cable and including wiriting MES No all as specified and directed.
82	Supply and fixing for ceiling rose surface PVC body three terminal. 65x50 mm complete all as specified and directed.
83	Supply and fixing lamp holder PVC body with back plate complete all as specified and directed.
84	Supply and fixing wall/surface mounted type LED light fitting complete with LED lamp of 1x 20 watt (4 ft), extruded aluminium heat sink provided for efficient heat dissipation & integrated electronic driver complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable suitable size. etc complete all as specified and directed.
85	Supply and fixing wall/surface mounted type LED light fitting complete with LED lamp of 1x 10 watt (2 ft), extruded aluminium heat sink provided for efficient heat dissipation & integrated electronic driver complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable suitable size. etc complete all as specified and directed.
86	Supply and fix exhaust fan made of sturdy Engineering plastic, Copper wounded complete with louvers shutter, 230 Volts AC, single phase, 50 Hz, 1200 RPM, 250 mm sweep with blades, frame complete all as specified and directed.
87	Supply & Fixing MCB SP, 6 to 32 Amps ('B' series) having current rating 10 KA complete all as specified and directed.
88	Supply & Fixing MCB SPN, 32 Amps ('C' series) having current rating 10 KA complete all as specified and directed.
89	Supply & Fixing MCB SPN, 40 to 63 Amps ('C' series) having current rating 10 KA complete all as specified and directed.
90	Supply and fixing factory made epoxy powder coated distribution board DB SPN 4 way double door 230 volt, IP-43, suitable for 200 Amps MCB including 200 Amps copper bus bar ,neutral bar complete fixed properly and to connect their incoming/outgoing electric connections by means of suitable size of lugs/thimbles and to provide required sizes of flexible conduit at any open surfaces near DB's of cables/wires complete all as specified and directed.
91	Supply and fixing factory made epoxy powder coated distribution board DB SPN 8 way double door 230 volt, IP-43, suitable for 200 Amps MCB including 200 Amps copper bus bar ,neutral bar complete fixed properly and to connect their incoming/outgoing electric connections by means of suitable size of lugs/thimbles and to provide required sizes of flexible conduit at any open surfaces near DB's of cables/wires complete all as specified and directed.
92	Supply and fixing LED Blg security Light fitting 35 Watt, 230 V AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver , lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed. Total amount of Schedule ‘A’ Part-III carried over to BOQ Rs 207495.13 Signature of Contractor AAD (Contracts) For Accepting Officer SCHEDULE ‘A’ PART- IVEXTERNAL WATER SUPPLY Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
93	Supply, laying, jointing and testing XPLE insulated LT under ground cable, 1100 volts grade heavy duty, armoured with multi stranded aluminium conductor laid in trenches/ ducts, in pipes or on poles etc for the size 50 Sqmm 3.5 core complete all as specified and as directed
94	M&L for sand in trenches and spreading in layers for cable cushioning all as specified and directed.
95	M&L for Cutting the existing GI/DI line of 100 mm bore in position for insertion of GI tee 100x100x50 mm including excavation and earthwork complete.
96	M&L for Cutting existing steel tubing for alterations or additions (Each cut measured) 50x50x25mm water line, screwing existing steel tubing for alterations (or lengthening screw on pipe to form connector) add to items necessary done in position without taking down complete all as specified and directed
97	Supply and lay steel water tubing GI pipe 40mm light grade ISI marked with all fittings laid in trenches or fixed to wall etc complete all as specified.
98	Supply and fix in position cast iron flanged sluice valve of class 1.6 PN, long body, ISI marked, conf to IS-14846 (latest amended) with stainless steel spindle and hand wheel including nut bolts, rubber gasket complete for installation of valve of size 100 mm bore complete all as specified and directed.
99	Supply and fix PP-R gate valve (brass insert) of 50mm bore complete all as specified and directed.
100	Supply and fix PP-R gate valve (brass insert) of 25mm bore complete all as specified and directed.
101	M&L for Gun-metal globe or gate vavles of size 25mm, with iron wheel head screwed both ends for iron pipe complete all as specified and directed.
102	Supply and lay steel water tubing GI pipe 50mm medium grade ISI marked with all fittings laid in trenches or fixed to wall etc complete all as specified.
103	Supply and lay steel water tubing GI pipe 25mm medium grade ISI marked with all fittings laid in trenches or fixed to wall etc complete all as specified. Total amount of Schedule ‘A’ Part-IV carried over to BOQ Rs 486579.67 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- VEXTERNAL ELECTRIFICATION Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
104	Supply and spreading clean and dry sand (unwashed) in trenches around the cable for cushioning all as specified & directed
105	S&F for un-reinforced precast concrete cable cover class HV type-II IS marked with peak size 450mm x 180mm x 40mm thick complete all as specified and directed.
106	M&L for GI pipe light grade (ISI marked) 40 mm dia fixing to wall or laying in floor/trench/under road etc for protection of cable/strip complete all as specified.
107	M&L for GI pipe light grade (ISI marked) 80 mm dia fixing to wall or laying in floor/trench/under road etc for protection of cable/strip complete all as specified.
108	Supply and fix 100mm bore steel tubing galvanised “Light Grade” in trenches/poles, under floors, roads, along poles for protection of cables, including sealing ends all as specified.Note :- Clamps for fixing pipe on poles shall be measured and paid for separately under respective item of this schedule of works.
109	Supply, lay, jointing and testing XPLE insulated LT under ground cable, 1100 volts grade heavy duty, armoured with multi stranded aluminium conductor laid in trenches/ ducts, in pipes or on poles etc for the size16 Sqmm 4 core complete all as specified and as directed
110	Supply, lay, jointing and testing XPLE insulated LT under ground cable, 1100 volts grade heavy duty, armoured with multi stranded aluminium conductor laid in trenches/ ducts, in pipes or on poles etc for the size 25 Sqmm 4 core complete all as specified and as directed
111	Supply, lay, jointing and testing XPLE insulated LT under ground cable, 1100 volts grade heavy duty, armoured with multi stranded aluminium conductor laid in trenches/ ducts, in pipes or on poles etc for the size 35 Sqmm 4 core complete all as specified and as directed
112	Supply, lay, jointing and testing XPLE insulated LT under ground cable, 1100 volts grade heavy duty, armoured with multi stranded aluminium conductor laid in trenches/ ducts, in pipes or on poles etc for the size 50 Sqmm 3.5 core complete all as specified and as directed
113	Supply, laying and testing cable XLPE Insulated LT under ground ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 70 Sqmm 3.5 core, complete all as specified and directed
114	Supply, laying and testing cable XLPE Insulated LT under ground ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 Sqmm 3.5 core, complete all as specified and directed
115	Supply , laying, jointing and testing of underground LT cable XLPE insulated ,screened PVC bedded , galvanised steel strip or wire armoured electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 120 Sqmm 3.5 Core laid in trenches/ducts/along poles/ through pipe under road etc all as specified and directed
116	Supply , laying, jointing and testing of underground HT cable XLPE insulated ,screened PVC bedded , galvanised steel strip or wire armoured electric power cables (heavy duty) 11000 Volts grade with stranded aluminium conductor of size 95 Sqmm 3 Core laid in trenches/ducts/along poles/ through pipe under road etc all as specified and directed
117	S&F Cable jointing kit for 11 KV (Earthed) grade cable for indoor termination cold shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 sqmm complete all as specified and directed
118	S&F Cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 sqmm complete all as specified and directed
119	S&F Cable jointing kit for 11 KV (Earthed) grade cable for Straight through cold shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 sqmm complete all as specified and directed
120	M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregates ) as in bed blocks etc including finishing the surface even and smooth without using extra cement complete all as specified and directed.
121	Supply fixing, connecting, & testing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.
122	Supply fixing, connecting, & testing LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.
123	Supply & fixing rigid non-metallic PVC conduit exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc Size 25 mm complete all as specified and directed.
124	Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 Sqmm 3.5 core, complete all as specified and directed
125	Supply , laying, jointing and testing of underground LT cable XLPE insulated ,screened PVC bedded , galvanised steel strip or wire armoured electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 Sqmm 4 Core laid in trenches/ducts/along poles/ through pipe under road etc all as specified and directed
126	M&L (in replacement) for 40 mm bore GI tubing light grade with all necessary fittings laid in trenches/under road crossing/fixed on pole/wall/under floor / as garden post including 2 Nos mild steel FI clamps 35x3 mm size to support pipe with pole complete all as specified and directed. Total amount of Schedule ‘A’ Part-V carried over to BOQ Rs 13377470.14 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- VIAREA DRAINAGE Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
127	M&L for PCC 1:4:8 type D2 ( using 40mm graded stone aggregates ) as in foundation filling and mass concrete complete all as specified and directed.
128	M&L for RCC Type M-25 (using 20mm graded aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & directed.
129	M&L RCC M-25 design mix using 20 mm graded crushed stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
130	M&L precast Reinforced cement concrete M-25 (20mm graded aggregate) in CM 1:6 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed.
131	S&F for TMT bars 10mm dia and over, cut to length, bent to shape required including craking, bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips quality conforming to IS (Fe 500 D) complete all as specified and directed.
132	All as per above item but 5mm dia and over upto and including 12mm dian in stirrups complete all as specified and directed.
133	Use and waste of formwork to faces of walls of RCC drain, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, flat and fair finished surface complete all as specified and directed.
134	Use and waste of 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; vertical or to batten complete all as specified & directed.
135	Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
136	M&L for 50mm dia Low density polyethylene pipes (LDPE) of pressure rating 6 kgf/cm² fixed complete to walls, ceilings or in floors etc. complete all as specified and directed. Total amount of Schedule ‘A’ Part-VI carried over to BOQ Rs 162658593.2 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- VIIROAD/PATH/CULVERT/HARD STANDINGS Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
137	Rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depression and hollow, watering, leveling etc. complete using power roller exceeding 8 tonne and not exceeding 12 tonne capacity all as specified and as directed. Note: Rolling and consolidating formation surfaces in cutting to the required gradient and camber under optimum moiture conditions.
138	M&L for 150mm thick (compacted thickness) WMM laid in two layers (each layers of 75mm thick), spread, rolled and consolidated to gradient and camber required including necessary lateral support and form work if required using crushed stone coarse aggregate of maximum size 40mm of grading as specified type igneous rock such as granite/basalt/trap etc. complete all as specified and directed.
139	Preparing Unsurfaced WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
140	Applying evenly a priming/tack coat with paving bitumen (VG-10) at 10 kg per 10 sq metre complete all as specified and directed.
141	M & L for putting premix bituminous macadam (consolidated thickness 50 mm or less) with crushed and graed aggregate mixed together with VG 30 graded paving bitumen (min 4.5% by weitht of total mix) to meet the desired requirement as mentioned in PS, mixing bituminious concrete in hot mixing plant, laying, and spreading uniformly by means of mechanical paver and rolled and compacted to required gradient and camber complete all as specified and directed
142	M&L for applying evenly a tack coat with bitumunuous primer @ 5kg/10sqm using paving bitumen with mechanical sprayers complete all as specified and directed.
143	M&L bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content (VG-30) by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.
144	M&L bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content (VG-30) by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.
145	M&L for preparing of new 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 thermoplastic road marking paints of approved colour conforming to BS3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
146	M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 Cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm), including making drainage opening wherever required complete all as specified and directed.
147	Preparation of black top surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose diret etc. Complete all as specified.
148	M&L for cement concrete 1:2:4 type B-2 (40mm graded agg) in foundations filling mass concrete complete all as specified and directed.
149	M&L 600 mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars all as specified and directed.
150	M&L Brick work with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4) compete all as specified and as directed.
151	M&L for rendering 15 mm thick in cement mortar (1:4) on brick work or concrete surfaces finished even and fair Complete all as specified and directed.
152	Demolition of Brick work built in CM including all quoins, arches, pillars, etc complete all as specified and directed.
153	M&L for two coats of cement base paint over a coat of primer complete all as specified and directed.
154	M&L for hardcore of gauge exc.63mm but n.exc. 100mm deposited, spread and levelled in layers not exceeding 15cm of 250mm thick watered rammed to a true surface. Complete all as specified and directed.
155	M&L for M-25 (using 20mm graded aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & directed.
156	S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors,balusters, nut bolts, 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 410-0 or FE 310-0 complete all as specified and directed
157	M&L for preparation of newly steel surfaces of any description exceeding 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed.
158	M & L Soil stabilization of 300 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive @ 5% cement by weight of soil (percentage of cement/additives for estimation purposes only. Type of additive and, percentage required for blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/drying of mix to required moisture content and compaction using suitable vibratory roller to required 98% maximum dry density. Provisions of IRC SP:89-2010 be reffered to for this item complete all as specified and directedNote: (i). Soil recovered from excavation shall be used and no extra payment for removing and refilling shall be paid on this account . (ii). Cement shall be paid separately as supply only.
159	Supply only ordinary portland cement in bags of 50 Kg each by considering blending of cement complete all as specified and directed.
160	M&L for Laying and compacting 150 mm thick in single layer (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of Morth specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013 complete all as specified and directed.
161	M&L for providing and laying Dry lean concrete(DLC) 150 mm thick of aggregate gradation as per table-1 of SP49:2014 having 7 Days average compressive stength not less than 7 Mpa.Minimum cement content not less than 140 Kg/Cum DLC mixed in batching plant,transported to site and laid by electronic sensor paver including spreading and compacting using heigh amplitu tamping bars of paver(intial compaction)further by double drum smooyh wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density,necessary finishing etc complete all as specified and tolerances to be as per table 900-1 of MORTH specifications for road and bridge work2013 complete all as specified and directed.
162	M&L for providing and laying Dry lean concrete(DLC) 100 mm thick of aggregate gradation as per table-1 of SP49:2014 having 7 Days average compressive stength not less than 7 Mpa.Minimum cement content not less than 140 Kg/Cum DLC mixed in batching plant,transported to site and laid by electronic sensor paver including spreading and compacting using heigh amplitu tamping bars of paver(intial compaction)further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density,necessary finishing etc complete all as specified and tolerances to be as per table 900-1 of MORTH specifications for road and bridge work2013 complete all as specified and directed.
163	M&L for 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed
164	Supplying and laying 400 Micron thick HDPE sheet(Virgin Quality) water proof,wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
165	M&L for 360 mm thick pavement quality concrete (PQC) of minimum 28 days field flextural strangth of 45 Kg/Sq or 4.5 MPa,aggregate gradation as per Table-3 of IRC 15-2017,coarse aggregate of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/cum of cement with non circular/triangular synthetic fiber of 12-18mm length specific,1.34 to 1.39 UV stable alkali resistant with equivalent dia 15-40 micron minimum melting temperature as 240°C and tensile strength 300 MPa and at rate as specified by the manufactures,PQC laid,spread snd compacted with slip form paver of minimum 7.5 m width,including curing and tining by texturing cum curing Machine complete all as specified and dircted,Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC-15-2017 complete all as specified and directed.
166	M&L for forming of contraction/dummy joint with an initial saw cut of 3mm soon after the concrete has set upto a depth of 1/3rd to 1/4 th the thickness of the slab widening of the first saw cut to 6mm and 24mm deep by using dimond bit cutter of appropriate size,straight and smooth edges,joint cleaned throughly with application of compressed air,joint shall be made dry,vaccum cleaned and free of dirt,Oil vegetation and other debries.Application of two coats of primer with thin brush by forward and backward moment at an interval of 30 minutes before placing the backup rod and pouring the sealant,placing of closed cell, medium density,crossed linked polythetlean foam bacup rod 8mm dia,application of bond breaker tape on top of back up rod of complete width of the joint and filled with polyurethane base joint sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accommadation factor(MAF) of +/-30% having minimum 10 years performance gurantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per method specifed by the manufacturer complete all as specified and directed.
167	M&L for Laying and compacting 300 mm thick (compacted thickness in two layer 150 mm each) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in two layer of 150mm each over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required .The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed
168	M&L for 250 mm thick pavement quality concrete (PQC) of minimum 28 days field flextural strangth of 45 Kg/Sq or 4.5 MPa,aggregate gradation as per Table-3 of IRC 15-2017,coarse aggregate of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/cum of cement with non circular/triangular synthetic fiber of 12-18mm length specific,1.34 to 1.39 UV stable alkali resistant with equivalent dia 15-40 micron minimum melting temperature as 240°C and tensile strength 300 MPa and at rate as specified by the manufactures,PQC laid,spread snd compacted with slip form paver of minimum 7.5 m width,including curing and tining by texturing cum curing Machine complete all as specified and dircted,Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC-15-2017 complete all as specified and directed.NOTE FOR ITEM NO 39 & 42 :- (a) The admixture as per approved design mix shall be added and mixed. The cost of admixture required shall be deemed to be included in the rate quoted. (b) The synthetic fibres as per approved design mix shall be added and mixed accordingly. The cost of synthetic fibre shall deemd to be included in the rate quoted.
169	(c) Construction joints, Dummy joints and expansion joints shall be measured and paid seperately under relevent item.(d) Deduction shall be made in PQC for expansion joints.(e) Trimming of vertical edges of construction joint (longitudinal and transverse) shall be carried out using sawing machine to maintain straight edge before laying of adjacent/ subsequent lane. The quoted rates shall be deemed to be inclusive of this provision and nothing extra shall be paid on this account. (f) For the purpose of pricing this item, the min cement content shall be considered as 360kg/cum. However actual cement content shall be worked out as per design mix and nothing extra shall be paid on this account. (g) Curing compound shall be applied at the paving stage after broom finish and surface is dry, and rate for spray of curing compound as per manufacturer instructions. The cost of curing compound and its application shall be deemed to be included in the quoted rate.(h) The quoted rate shall be inclusive of use and waste of formwork for total thickness. (j) At locations like link filets, small areas etc where the slip form paver cannot be used for laying. fixed form paver with minimum 5m width can be used.
170	M&L for forming of 25mm width expansion in concrete slab for full depth of PQC slab ,early entry saw and subseuent cutting by using dimond bit cutter of appropriate size,straight and smooth edges,joint cleaned throughly with application of compressed air,joint shall be made dry,vaccum cleaned and free of dirt,Oil vegetation and other debries.the joint then filled with premoulded 25mm thick compressible polythylene closed cell type filler board as specified ,then after application of two coats of primer with thin brush by forward and backward moment at an interval of 30 minutes before placing the backup rod and pouring the sealant,placing of closed cell, medium density,crossed linked polythetlean foam bacup rod of 30mm dia,over fillar board and filled with polyurethane based sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accommadation factor(MAF) of +/-30% having minimum 10 years performance gurantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per method specifed by the manufacturer complete all as specified and directed.
171	M&L for cutting of construction joints 25mm deep and 10mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges, joint cleanded thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and puring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12mm dia, filled with polyurethane based sealant (Top 13mm leaving 3 mm recess), Hydrolysis/water resistance test including initial 3mm wide saw cut upto 1/3rd depth of slab (within 8 to 24 hrs) complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 years performance guarantee, applying masked tap on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete all as specified and directed.
172	M&L RCC M- 30 design mix using 20 mm graded stone aggregate in foundation , including rafts, footing , foundation beams, plinth beam , bases for column, slab for culvert etc complete as specified and directed.
173	Use and waste of 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; vertical or to batten complete all as specified & directed.
174	Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, flat and fair finished surface complete all as specified and directed.
175	M&L for Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips acomplete all as specified and directed.
176	M&L for Mild steel TMT bars 5mm dia and over upto and including 12mm dia in stirrups, spacers 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 or securing with clips acomplete all as specified and directed. Total amount of Schedule ‘A’ Part-VII carried over to BOQ Rs 99297706.61 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- VIIICOMPOUND WALL, FENCING & GATE Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
177	Dismantling post or struts (Wood, steel or RCC) any section and size including taking out embedded portion in concrete and making good disturbed ground in natural ground complete all as specified and directed
178	All as per above item but post embedded in concrete complete all as specified and directed
179	Dismantling fencing wire mesh, any type complete all as specified and directed
180	M&L for PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed
181	S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors,balusters, nut bolts, 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 410-0 or FE 310-0 complete all as specified and directed
182	Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed
183	Supply only 4mm dia wire chain link fencing including line wires, 50mm mesh, rails, straining bolts, etc. including provision of binding wire etc complete complete all as specified and directedNote: Weight of chain link should not exceed 4kg/sqm.
184	S & F for MS nut and bolts 12 mm dia and n exc 5 cm long and complete all as specified and directed.
185	M&L preparation of new steel surface of any description exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer all as specified.
186	M&L preparation of new steel surface of any description n. exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer all as specified.
187	M & L for mild steel round bars 10mm dia and over cut to length, bent to shap required including crancking bending spirally for hooping for chain link fencing hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
188	Dismantling of RCC of any description and in any position not otherwise specifically provided for complete all as specified and directed
189	M&L for two coats of cement base paint on newly plastered surface of wall including preparation of surface over and including a coat of alkali resistance primer on platered surfaces complete all as specified and directed.
190	S&F for steel Plates (plain or chequered) channels FE-290 (grade E-165), square cut or notched (ordinary and counter sunk) forming holes with riveted, bolted or welded attachment complete all as specified and directed.
191	S&F for 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, length of bolt exc 15cm long but not exc 22.5cm and dia of neck 16 to 20mm complete all as specified and directed.
192	S&F MS Frame work such as grills, gates, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors and side hungs as gates, including pintle hinges, stops, hand made sliding bolts etc and conforming to Fe.290.Gde-E-165 complete all as specified and directed. Total amount of Schedule ‘A’ Part-VIII carried over to BOQ Rs 2782304.0 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- IXSEWAGE DISPOSAL Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
193	M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filing and mass concrete.
194	M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collars bore of pipe 150 mm and jointed in CM 1:1, complete all as specified and directed.
195	M&L for Concrete bed for 150 mm bore of pipe in PCC 1:3:6 type C-2 to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
196	M &L Brickwork with flyash bricks, straright or curved on plan exc 6m mean radius built in Cement mortar 1:4 complete all as specified and directed.
197	M & L for 15 mm thick cement plaster on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement with water proofing comound as per manufacturere's instructions, complete all specified and directed.NOTE WATER PROOFING COMPOUND SHALL BE MEASURED AND PAID SEPERATELY.
198	M & L for cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in benching including weathering slightly rounded or chamfered angles etc including necessary form work as required including finishing the exposed surfaces even and smooth with out using extra cement, complete all as specified.
199	M&L for forming fair finished drain or channel 90cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and as directed.
200	M & L for providing precast cement concrete, type B-1 1:2:4 (using 20 mm graded stone aggregates) as in landings, cover slabs (for drain/manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified. (Note : Reinforcement shall be measured and paid seperately)
201	S & F TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with and includingmild steel wire(annealed) not less than 0.9 mm dia.
202	Supply only liquid water proofing compound. Total amount of Schedule ‘A’ Part-IX carried over to BOQ Rs 83361.33 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XRUNWAY, TAXI TRACK & TURN PAD Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
203	Rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depression and hollow, watering, leveling etc. complete using power roller exceeding 8 tonne and not exceeding 12 tonne capacity all as specified and as directed. Note: Rolling and consolidating formation surfaces in cutting to the required gradient and camber under optimum moiture conditions.
204	M & L Soil stabilization of 300 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive @ 5% cement by weight of soil (percentage of cement/additives for estimation purposes only. Type of additive and, percentage required for blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/drying of mix to required moisture content and compaction using suitable vibratory roller to required 98% maximum dry density. Provisions of IRC SP:89-2010 be reffered to for this item. 1. Soil recovered from excavation shall be used and no extra payment for removing and refilling shall be paid on this account . 2. Cement shall be paid separately as supply only.
205	Suppy only ordinary portland cement in bags of 50 Kg each by considering blending of cement complete all as specified and directed.
206	M&L for laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
207	Material,Laying and compacting 150 mm thick (Compacted thickness) in single layer (WMM) grading as per Table 400-13 of Morth specification for road and bridge works,2013 in two layers of 75 mm each, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. Consolidating to required gradient and camber Complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH 2013 complete all as specified and directed.
208	M&L for providing and laying Dry lean concrete(DLC) 150 mm thick of aggregate gradation as per table-1 of SP49:2014 having 7 Days average compressive stength not less than 7 Mpa.Minimum cement content not less than 140 Kg/Cum DLC mixed in batching plant,transported to site and laid by electronic sensor paver including spreading and compacting using heigh amplitu tamping bars of paver(intial compaction)further by double drum smooyh wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density,necessary finishing etc complete all as specified and tolerances to be as per table 900-1 of MORTH specifications for road and bridge work2013 complete all as specified and directed.NOTE : (a) No plus price adjustment shall be made to the quoted rate for excess quantitity of cement used beyond 140 kg / Cum.(b) Longitudinal and transverse construction joints shall be as per MORTH specifications.(c) The quoted rates shall be inclusive of cutting longitudinal or transverse construction joints including providing this up to full depth in DLC.
209	M&L for 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed
210	Supplying and laying 400 Micron thick HDPE sheet(Virgin Quality) water proof,wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
211	M&L for pavement quality concrete (PQC)150 mm thick of minimum 28 days field flextural strangth of 45 Kg/Sq or 4.5 MPa,aggregate gradation as per Table-3 of IRC 15-2017,coarse aggregate of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/cum of cement with non circular/triangular synthetic fiber of 12-18mm length specific,1.34 to 1.39 UV stable alkali resistant with equivalent dia 15-40 micron minimum melting temperature as 240°C and tensile strength 300 MPa and at rate as specified by the manufactures,PQC laid,spread and compacted with slip form paver of minimum 7.5 m width,including curing and tining by texturing cum curing Machine complete all as specified and dircted,Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC-15-2017 complete all as specified and directed.
212	M&L for pavement quality concrete (PQC) 360 mm thick of minimum 28 days field flextural strangth of 45 Kg/Sq or 4.5 MPa,aggregate gradation as per Table-3 of IRC 15-2017,coarse aggregate of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/cum of cement with non circular/triangular synthetic fiber of 12-18mm length specific,1.34 to 1.39 UV stable alkali resistant with equivalent dia 15-40 micron minimum melting temperature as 240°C and tensile strength 300 MPa and at rate as specified by the manufactures,PQC laid,spread and compacted with slip form paver of minimum 7.5 m width,including curing and tining by texturing cum curing Machine complete all as specified and dircted,Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC-15-2017 complete all as specified and directed.NOTE FOR ITEM NO 9 & 10 :- (a) The admixture as per approved design mix shall be added and mixed. The cost of admixture required shall be deemed to be included in the rate quoted. (b) The synthetic fibres as per approved design mix shall be added and mixed accordingly. The cost of synthetic fibre shall deemd to be included in the rate quoted. (c) Construction joints, Dummy joints and expansion joints shall be measured and paid seperately under relevent item.(d) Deduction shall be made in PQC for expansion joints.(e) Trimming of vertical edges of construction joint (longitudinal and transverse) shall be carried out using sawing machine to maintain straight edge before laying of adjacent/ subsequent lane. The quoted rates shall be deemed to be inclusive of this provision and nothing extra shall be paid on this account. (f) For the purpose of pricing this item, the min cement content shall be considered as 360kg/cum. However actual cement content shall be worked out as per design mix and nothing extra shall be paid on this account. (g) Curing compound shall be applied at the paving stage after broom finish and surface is dry, and rate for spray of curing compound as per manufacturer instructions. The cost of curing compound and its application shall be deemed to be included in the quoted rate.(h) The quoted rate shall be inclusive of use and waste of formwork for total thickness. (j) At locations like link filets, small areas etc where the slip form paver cannot be used for laying. fixed form paver with minimum 5m width can be used.
213	M&L for forming of 25mm width expansion in concrete slab for full depth of PQC slab ,early entry saw and subseuent cutting by using dimond bit cutter of appropriate size,straight and smooth edges,joint cleaned throughly with application of compressed air,joint shall be made dry,vaccum cleaned and free of dirt,Oil vegetation and other debries.the joint then filled with premoulded 25mm thick compressible polythylene closed cell type filler board as specified ,then after application of two coats of primer with thin brush by forward and backward moment at an interval of 30 minutes before placing the backup rod and pouring the sealant,placing of closed cell, medium density,crossed linked polythetlean foam bacup rod of 30mm dia,over fillar board and filled with polyurethane based sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accommadation factor(MAF) of +/-30% having minimum 10 years performance gurantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per method specifed by the manufacturer complete all as specified and directed.NOTE :- Rounding of edge shall be done with hand grinder upto 5-6 mm dia. (ii) While cutting expansion joint, cutting machine should have facilities of arrangement of dual blade spaced at expansion joint width such that joint can be formed at a time.
214	M&L for forming of contraction/dummy joint with an initial saw cut of 3mm soon after the concrete has set upto a depth of 1/3rd to 1/4 th the thickness of the slab widening of the first saw cut t0 6mm and 24mm deep by using dimond bit cutter of appropriate size,straight and smooth edges,joint cleaned throughly with application of compressed air,joint shall be made dry,vaccum cleaned and free of dirt,Oil vegetation and other debries.Application of two coats of primer with thin brush by forward and backward moment at an interval of 30 minutes before placing the backup rod and pouring the sealant,placing of closed cell, medium density,crossed linked polythetlean foam bacup rod 8mm dia,application of bond breaker tape on top of back up rod of complete width of the joint and filled with polyurethane base joint sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accommadation factor(MAF) of +/-30% having minimum 10 years performance gurantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per method specifed by the manufacturer complete all as specified and directed.NOTE :- (i) Primer to be used before filling sealant. (ii) Edges shall be levelled and joints cut within 24 hours using diamond bit cutters of Bosch or equivalent used for cutting green concrete.
215	M&L for cutting of construction joints 25mm deep and 10mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges, joint cleanded thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and puring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12mm dia, filled with polyurethane based sealant (Top 13mm leaving 3 mm recess), Hydrolysis/water resistance test including initial 3mm wide saw cut upto 1/3rd depth of slab (within 8 to 24 hrs) complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 years performance guarantee, applying masked tap on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete all as specified and directed. NOTE :- (i) Primer to be used before filling sealant. (ii) Edges shall be levelled and joints cut within 24 hours using diamond bit cutters of Bosch or equivalent used for cutting green concrete.
216	M&L preparing old/new concrete/bituminous surfaces and painting lines, dashes (continuous / un-interrupted), arrows, letters, etc exceeding 10 cm width or girth with two coats of water based road marking paint in white, yellow, golden or red colour complete all using road painting machine complete all as specified and directed.
217	M&L for laying and compacting 100 mm thick (compacted thickness ) WMM laid in single layer of grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.
218	M&L for applying evenly a tack coat of bitumen VG-10 grade conforming to IS: 73 at a rate of application 3-4 kg/10sqm on milled bituminous surface /DAC -I as specified in Table 500-5 of MoRTH specification of road and bridge works 2013, using mechanical sprayer. Complete all as specified and directed.NOTE :- Trial bay as specified herein after shall be prepared but no payment shall be made for the same. Unit rate quoted shall be inclusive of this provision.
219	M&L for providing and consolidating 50 mm minimum thickness (As per requirement) premix Dense asphaltic Concrete (DAC-I) using min 5.4% elastomeric PMB 76-10 E (Marshall stability 1200 kg) by weight of total mix , aggregate gradation as per biyuminous concrete grading 1 of table 500-17 of MoRTH specification for road bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed.
220	M&L for providing and consolidating 50 mm thick premix Dense asphaltic Concrete (DAC-II) using min 5.6% elastomeric PMB 76-10 E (Marshall stability 1400 kg) by weight of total mix , aggregate gradation as per biyuminous concrete grading 2 of table 500-17 of MoRTH specification for road bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed.
221	M&L for providing and consolidating 40 mm thick premix Dense asphaltic Concrete (DAC-II) using min 5.6% elastomeric PMB 76-10 E (Marshall stability 1400 kg) by weight of total mix , aggregate gradation as per biyuminous concrete grading 2 of table 500-17 of MoRTH specification for road bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed.NOTE FOR ITEM NO 16 TO 19:- (i) No price adjustment shall be applicable if excess quantity of binder content (Polymer modified bitumen) is used /approved subsequent to approval of job mix formula in the execution of work under this item. (ii) No adjustment in quantity of cement (Filler) as per approved design mix/job mix formula shall be made. (iii) Trial bay as specified herein after shall be prepared but no payment shall be made for the same. Unit rate quoted shall be inclusive of this provision. (iv) Work shall be done by using Hot Mix plant and sensor paver.
222	M&L for 300 mm bore dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified.
223	M&L for Cement concrete 1:3:6 type C-2 Concrete bed to drain pipes 300mm dia including packing under and completely surrounding pipes with concrete after they are laid and tested; complete all as specified and directed. Total amount of Schedule ‘A’ Part-X carried over to BOQ Rs 1123949937.92 . Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XITRAFFIC BARRIER WORKS Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
224	Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 Sqmm 4 core, complete all as specified and directed
225	Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 Sqmm 3.5 core, complete all as specified and directed
226	Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 120 Sqmm 3.5 core, complete all as specified and directed
227	Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 70 Sqmm 3.5 core, complete all as specified and directed
228	Material and labour for river sand, washed and screened dry for cushioning to under ground cable in trenches below and around under ground cable including spreading and levelling complete as specified and directed .
229	Materail and labour for GI tubing light grade of 40 mm dia for cable protection on pole/wall/floor/ or in trenches and drain etc complete with necessary clamp, nut, bolts and washers and socket and making good the disturbed surface of wall , floor or roof etc complete all as specified and directed
230	M & L for Reinforced concrete pipes, class NP2, 200mm dia laid and jointed complete with collars (for passing of Electric cable and AFLS cables seperately) complete all as specified and directed Total amount of Schedule ‘A’ Part-XI carried over to BOQ Rs 5263965.13 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XIIRAIN WATER HARVESTING/RECHARGE PIT Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
231	M&L for PCC 1:4:8 type D2 ( using 40mm graded stone aggregates ) as in foundation filling and mass concrete complete all as specified and directed.
232	M&L for old size brickwork with fly ash bricks, strainght or curved on plan exceeding 6m radius, built in C:M 1:4 complete all as specified and directed
233	M&L for Mild steel bars (TMT 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 and including mild steel wire not less than 0.9 mm dia, complete all as specified and directed.
234	M&L precast Reinforced cement concrete M-25 (20mm graded aggregate) in CM 1:6 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed. Total amount of Schedule ‘A’ Part-XII carried over to BOQ Rs 4681212.26 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XIIIWIND SOCK, PLINTH & DTGMS Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
235	M&L for Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
236	M&L for 100mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) as in floors complete all as specified and directed.
237	M&L for PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in foundations complete all as specified and directed
238	S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed
239	M&L for preparation of newly steel surfaces of any description exceeding 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
240	M&L for preparation of newly steel surfaces of any description not exceeding 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. Total amount of Schedule ‘A’ Part-XIII carried over to BOQ Rs 190236.24 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XIVEARTHWORK AND SITE CLEARANCE Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
241	Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations of poles, laying of cables, pipes etc. and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.
242	Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
243	Excavating over areas, exc 1.5 m but not exc 3.00 m deep and getting out in soft/loose soil complete all as specified and directed.
244	Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.
245	Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
246	Removing excavated material (soil) to a distance exceeding 200m to not exceeding 250m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
247	Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth upto 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) in any kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed
248	Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5 m in depth upto 3.0 m in depth, 1.5 m in width as well as 10 sqm on plan) in any kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed
249	Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth upto 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) in ordinary rock including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed
250	Removal of surplus soil to a distance exceeding 250 mtr but nexc 500 m and depositing where directed at a level n. exc. 1.5 Mtr above the starting point complete all as specified and directed.
251	Removing excavated material exceeding 1.5Km but not exceeding 5Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
252	Excavating in post holes (or similar holes) each n exc 0.5 cum and getting out, removing soil to a distance n exc 50 m and making good surface in soft/loose Soil complete all as specified and directed.
253	Surface dressing not exceeding 15 cm deep in soft/loose soil complete all as specified and directed.
254	Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed.
255	M&L for Grubbing up tree trunk size exc. 30cm but not exceeding 100cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed.
256	M&L for Grubbing up tree trunk size exc. 100cm but not exceeding 150cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed.
257	M&L for Grubbing up tree trunk size exc. 150cm but not exceeding 200cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed. Total amount of Schedule ‘A’ Part-XIV carried over to BOQ Rs 170686587.76 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XVDEMOLITION Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
258	Demolition of RCC Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work complete all as specified and directed.
259	Dismanteling of brick tiles laid on floor, roofslaid bedded and pointed in any mortar complete all as specified and directed.
260	Demolition of Brick work built in CM including all quoins, arches, pillars, etc complete all as specified and directed.
261	Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and directed.
262	Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), rubbish off the premises complete all as specified and directed.
263	Dismantling wrought iron or mild steel work of any description in any position not otherwise provided for complete all as specified and directed.
264	Taking Down Chowkhats or Frame with Shutter (W/o taking of shutter from frame) area exceeds 1.5 sqm but n exc 4 sqm complete all as specified and directed.
265	Ditto as item no 07 above but n exc 1.50 sqm complete all as specified and directed.
266	Demolition of cement concrete (unreinforced) as in floors, Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
267	Taking Down Steel tubing/GI pipe and connections 15mm dia pipe complete all as specified and directed.
268	Ditto but 20mm dia pipe complete all as specified and directed.
269	Demolition of cement concrete in ground floor and paving exc 15 cm thickness in ground floor complete all as specified and directed
270	Removing the demolished material exec 2.50 Km but not exceeding 3.0 Km complete all as specified and directed.NOTE : One MT demolished material shall be considered as one load. Total amount of Schedule ‘A’ Part-XV carried over to BOQ Rs 43770159.1 Signature of Contractor AAD (Contracts)For Accepting Officer SCHEDULE ‘A’ PART- XVISCH OF CREDIT NOTES:1. The materials listed below retrieved from demolition/dismantling as specified in Schedule of credit shall become the property of the contractor and the credit amount as indicated below shall be recovered from the RAR as the work proceeds. Demolition of the work shall be carried out after it is handed over for demolition all as directed by the Engineer-in-Charge. Any other retrieved item not listed below shall become Govt. property.2. The unit rate of salvage materials which will become the property of contractor as assessed by the department is indicated in the schedule of credit and it is final and binding. The contractor is deemed to have visited the site and made his own assessment regarding condition of the materials. No claim of the contractor. Whatsoever against the department regarding actual cost of salvage material is admissible.3. The contractor shall be responsible to remove the materials obtained from demolition from the site as directed and the site shall be left clean and tidy and same shall be deemed to be included in the rates quoted for demolition.4. The contractor shall be allowed to remove the salvage materials from the site only after written approval of the AGE(I) / GE after necessary recovery has been made in the RAR. However, in case of any dispute regarding demolished item, decision of CWE shall be final and binding upon both the parties.5. The quantities mentioned under column 4 are approximate and are given as rough guide only. The quantities obtained from items of Schedule 'A' for demolition shall be considered for credit. The tenderer shall not have any claim whatsoever for any variation of quantities given in Schedule of credit. Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs
271	Old Unservicable chowkhat with shutter Panelled/flush area n.exc 1.5 sqm each including iron mongry
272	Old Unservicable chowkhat with shutter Panelled/flush area exc 1.5 sqm but n. exc 4 Sqm each including iron mongry
273	Old Unservicable iron scrap
274	Old Unservicable corrugated galvanised sheet of any description including nuts, bolts and hooks etc
275	Old Unservicable GI pipe any grade 15 mm including fittings
276	Old Unservicable GI pipe any grade 20 mm including fittings
277	Old unservicable PVC Flushing cistern
278	Old Unservicable CP bib cock/stope cock/angle cock/piller cock
279	Old U/S vitrious China wash basin/Urinal
280	Old unservicable PVC pipe any size including fittings
281	Old U/S brick tiles
282	Old/retrive bricks
283	Old Unsv LT Panel
284	Old unservicable brick/brick bats
285	Old Unservicable fencing any type Total amount of Schedule ‘A’ Part-XV carried over to BOQ Rs 357604.65 Signature of Contractor AAD (Contracts)For Accepting Officer Please Enable Macros to View BoQ information

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