Tender For Provn Of Swimming Pool (21M X 50M) At Inf School Mhow
Tender Value
10.78 Crore
Estimated cost
Bid Submission
12 Nov 2026
34 days left
EMD
8.64 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Indore → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Swimming Pool (21M X 50M) At Inf School Mhow
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE \\"A\\" Part-I (Building/Structures) (To be quoted by the tenderer) |
| 2 | Item No 01 : Design and Construction of block of Swimming pool incld Cascade, Plant Room, Spectator Gallery, Diving tower/ stage with diving board, Balancing Tank, Side walk with stilt parking (S+5) with permanent specification including RCC frame structure, fly ash brick masonry in super structure , pre- construction ATT, APP water proofing treatment, grit finish plaster on external wall, mosquito proofing complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. |
| 3 | Item No 02 : Design and Construction of block of Changing Room with stilt parking (S+5) with permanent specification including RCC frame structure, fly ash brick masonry in super structure , pre- construction ATT, APP water proofing treatment, grit finish plaster on external wall, mosquito proofing complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. |
| 4 | Item No 03 : Design and Construction of block of Sanitary Annexe with permanent specification including RCC frame structure, fly ash brick masonry in super structure, pre- construction ATT, APP APP water proofing treatment complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. |
| 5 | Item No 04 : Design and Construction of block of Store Room with permanent specification including RCC frame structure, fly ash brick masonry in super structure, pre- construction ATT, APP APP water proofing treatment complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. |
| 6 | Sch 'A' Part-II (External Electric supply) Lump sum price worked out by the contractor for (External Electric supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. |
| 7 | Sch 'A' Part-III (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. |
| 8 | Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for (Road Path Culvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES. |
| 9 | Sch 'A' Part-V (Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES. |
| 10 | Sch 'A' Part-VI (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES. |
| 11 | Sch 'A' Part-VII (Compound Wall Fencing & Gate) Lump sum price worked out by the contractor for (Compound Wall Fencing & Gate) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES. |
| 12 | Sch 'A' Part-VIII (Rain Water Harvesting) Lump sum price worked out by the contractor for (Rain Water Harvesting) as listed in Schedule 'A' Part-VIII against the lump sum price inserted by the MES. |
| 13 | Sch 'A' Part-IX (Site Clearance) Lump sum price worked out by the contractor for (Site Clearance) as listed in Schedule 'A' Part-IX against the lump sum price inserted by the MES. |
| 14 | Note for Srl No 6 to 13The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 6 to 13 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule |
| 15 | Schedule 'A' Part-XI (Miscellaneous items of works) |
| 16 | Sewage Disposal |
| 17 | Item No 05 : M & L for DWCPE 180mm outer ida/163mm inner diameter pipes including testing all as specified and directed. |
| 18 | Compound wall/Fencing and Gate |
| 19 | Item No 06 : Design of 2.10 m heigh compound wall with items cattered in schedule here as under incl SBC test and vetting from IIT/NIT |
| 20 | Item No 07 : Design of 1.5 m heigh compound wall with items cattered in schedule here as under incl SBC test and vetting from IIT/NIT |
| 21 | Area Drainage |
| 22 | Item No 08 : M&L for 300 mm wide and 35 mm thick premium quality PVC grating for drain of colour as approved by GE. Model No EU-29535 of |
| 23 | Item No 09 : Material & Labour for Precast drain of High strength precast reinforced concrete M-40 grade using Fe 500 D grade TMT steel reinforcement bar, drains size 600x600(WXH) U shape, Section of drain shown on drawing , manufactured with high performance self compacting concrete, as per Japanese Industial standers (JIS) confirming to Indian Standards and capable of carrying a wheel load of 2.4 tonnes for light veh movement. Useful for appications such as storm water drains, laying over PCC lean concrete and dry bedding mortar (PCC & dry bedding mortar measured and paid seperatly) and jointing/fixing of each panel with ready mix cement mortar as per manufacture instruction and shown typical joint details & Drawings complete all as spd and directed. |
| 24 | Item No 08 : Material & Labour for Precast drain of High strength precast reinforced concrete M-40 grade using Fe 500 D grade TMT steel reinforcement bar, drains size 750x750(WXH) U shape, Section of drain shown on drawing , manufactured with high performance self compacting concrete, as per Japanese Industial standers (JIS) confirming to Indian Standards and capable of carrying a wheel load of 2.4 tonnes for light veh movement. Useful for appications such as storm water drains, laying over PCC lean concrete and dry bedding mortar (PCC & dry bedding mortar measured and paid seperatly) and jointing/fixing of each panel with ready mix cement mortar as per manufacture instruction and shown typical joint details & Drawings complete all as spd and directed. |
| 25 | Rain water harvesting |
| 26 | Item No 10 : M&L for loose filling with broken stone or boulder aggregate of gauge 20 as in filter bed complete all as specied. |
| 27 | Arboriculture |
| 28 | Item No 11 : Supply & plantation of fishtail palm trees of different species as sapling height 8 to 10 fit including digging holes composting, watering etc complete |
| 29 | Item No 12 : Supply & plantation of Bottle palm trees of different species as sapling height 8 to 10 fit including digging holes composting, watering etc complete |
| 30 | Item No 13 : Supply & plantation of Ficus panda trees of different species as sapling height 4 to 6 fit including digging holes composting, watering etc complete |
| 31 | Swimming Pool Filteration Plant (E/M) |
| 32 | Item No 14 : Supply, install, test and commissioning of Factory made multi grade pressure of FRP for swimming pool of size(50x21xavg depth 3.0 m) of minimum capacity 135 m3/hr of suitable size and suitable designed pressure complete with suitable size of inlet, outlet valves, NRVs, control valves for operation, back wash system including valve manifold, drain out facilities complete including frontal piping of suitable size pipes for discharge of 135 M3/hour including initial filling of filter media, as required for smooth function and operation for swimmingpool require 4 nos filter each flow of 135m3/hr comlete all as specified and directed. |
| 33 | Note: 1. Rate quoted shall be inclusive of all type & size of MS frontal piping, control valves connected to thepressure filter as per manufacturers instructions.2. Piping up to pressure filter inlet frontal only & beyond outlet of pressure filter and drain pipe shall be measuredand paid separately.3.Filter shall be designed to meet following parametrs after chlorination and ozonation.(a) PH-7.4 to 7.6(b) Free chlorine -0.50 to 1.0 ppm(c) Total Alkalinity-75 ppm minimum(d) Total Hardness - 200 ppm minimum(e) TDS-500 ppm minimum4. Contractor shall submit the design and drawing of filter for approval to GE. |
| 34 | Item No 15 : Supply, install, test and commissioning of Air Blower with suitable 3 Ph motor IE-2 rated, ISI marked required for filtration unit back wash process of suitable capacity but not less than 200 Cum /Hr or as recommended by OEM for swimming pool complete all as specified and directed. |
| 35 | Item No 16 : Supply, install, test and commissioning of Water circulation, Horizontal split casing end suction pump 415 V, 50 Hz, 1450 RPM suitable for pressure filter designed discharge capacity 135 m3/hour @ 25 Mtr head having pump efficiency 65-75%, and suitable for filtration plant as per SI No 1 above with suitable capacity prime mover. The pump shall be of cast iron body, bronze impeller, with mechanical seals, TEFC squirrel cage IE-2 induction motor, with M.S. Fabricated base plate, mounting channel frame, accessories and fittings like pressure gauges, Air release valve, drains, coupling, coupling guard etc including PCC foundation, vibration isolation arrangement complete all as specified and directed. (4 working and 1 stand by) |
| 36 | Item No 17 : Supply, install, test and commissioning of chlorine dosing pump (venturi drive pump) 0-11.93 LPH with PP/PVC dozing tank capacity 1000 Ltr - 1 Nos and piping for inlet & outlet connection complete with control valves, NRV. metering, electric cabling & copper wiring through suitable size PVC concealed conduit from Main control panel to booster pump complete all as specified and directed. |
| 37 | Item No 18 : Supply, install, test and commissioning of Acid/alkali/alum Dosing pump (venturi drive pump) 0-11.93 LPH with PP/PVC dozing tank capacity 1000 Ltr with high speed stirrer and piping for inlet & outlet connection complete with control valves, NRV, electric cabling & copper wiring through PVC conduit from Main control panel to booster pump complete all as specified and directed. |
| 38 | Item No 19 : Supply,install,test and commissioning of Pool drains (drain out sump) - 500mm x 500mm made out from SS 304complete all as specified and directed |
| 39 | Item No 20 : Supply & install Stainless steel ladders of swimming pool of 3 steps made out from stainless steel AISI-304 of width 500mm with handrails and shall be 40mm dia of stainless steel with non-slip complete all as specified and directed. |
| 40 | Item No 21 : Supply & install Stainless steel ladders of swimming pool of 5 steps made out from stainless steel AISI 304 of width 500mm with handrails and shall be 40mm dia of stainless steel with non-slip complete all as specified anddirected. |
| 41 | Item No 22 : Supply, install, test and commissioning of Trolley mounted suction sweeper with self priming electric driven pump set suitable for cleaning swimming pool capacity, complete with PVC braided vacuum hose pipe of length minimum 30 Mt. 900 mm size Aluminium / bronze vacuum head, flexible copper cable from Main, PVC floats, wire rope and all connected accessories complete all as specified and directed |
| 42 | Item No 23 : S&F 18 inch long Nylon brush complete all as specified and directed. |
| 43 | Item No 24 : S&F Telescopic pole 4.8 Mtr long with extendible up 9 Mtr made of aluminium tubing complete all as specified and directed |
| 44 | Item No 25 : S&F Test Kit for PH & Residual chlorine complete all as specified and directed |
| 45 | Item No 26 : S&F Leaf rack made out of aluminium frame all as per sample complete all as specified and directed. |
| 46 | Item No 27 : S&F Leaf skimmer made out of aluminium frame all as per sample complete all as specified and directed |
| 47 | Item No 28 : upply and install Over flow grating 300 mm x 300 mm wide shall be provided along the perimeter of pool as shown in drawing with slope 1:200, towards shall be provided as shown in drawing with slope 1:200, towards balancing tank including Gratings and support profiles made in white UV stabilized PP of size wide. |
| 48 | Item No 29 : Fabricate, Supply install test and commissioning of CPRI approved factory fabricated indoor type LT panel board suitable for 440 Volt, 3 phase & Neutral, 50Hz supply, floor mounted weather and vermin proof fabricated from MS angle of size 50x50x5 mm as base frame,with 2 mm thick CRCA sheet (Make -Tata/ sail) ( load bearing members 2 mm thick and non load bearing members such as doors partitions etc of thick ness 1.6 mm thick),with gland plates at bottom with suitable Brass chromium plated glands, with cadmium plated high tensile nut and bolts washers, suitable barrel copper lugs for cable terminations complete, with locking arrangements complete sheets bend, folded, cut with CNC machine for the accuracy of diamensions +/-0.5%, duly powder coated (after minimum 9 tank porecess of pre chemical treatement)with siemens grey colour, with suitable ventilation including LED RYB indicators -06 nos on incoming side and ON/ OFF/TRIP indications on outgoing side of Incomer, interconnections from bus bars to MCCB's with suitable size copper bus bars, all internal ckt/ protection wiring with FRHR 1100 V grade wiring with MCB protection, including terminal adapters,spreader links on incoming and out going sides of ACB's/ MCCB's complete all as specified and directed and comprising of the following complete (for Filteration plant Pump house) |
| 49 | (a) Bus bar Aluminum-600 A capacity- 04 Nos a, high conductivity, suitable for 415 V, 50 Hz supply including interconnection from incoming, and out going feeders with suitable mounting insulators, heat shrinkable colour sleeves.(b) MCCB four pole 440 V.160 Amp.36 KA, range 125-160 Amps, with thermal and magnetic settings - 01 No (Incomer)(c) MCCB three pole 440 V, 50-63 Amp.36 KA, range 40-63 Amps, with thermal and magnetic settings - 06 No (For swimming pool motors)(d) MCB three pole 440 V, 6-32 Amp. 10 KA - 04 Nos (For ionisation panel + blower motors) |
| 50 | (e) MCB SPN 6-32 Amps, 10 KA C series -04 Nos. (for dosing pumps)(f) FASD starter suitable for pump sets -06 Nos. for pump size as mentioned above with adjustable over load relay, electronic timer, single phase preventor incl all mounting arrangements.(g) FASD starter Suitable for Blower motor -02 No. Each of suitable capacity as mentioned above with adjustable over load relay, electronic timer, single phase preventor incl all mounting arrangements(h) Motor protection relay for thermal overoad earth fault locked rotor, single phasing current unbalance phase sequence reversal, under current protection for suitable pump set -03 Nos(j) Digital Ammeter 0-200 amps, accuracy class 1.0 including CTs(k) Digital Voltmeter(0-500V) accuracy class-1.0-01 No(1) MCB SPN 20 Amps capacity, 240 V 10 KA, C series -02 No.(m) MCB SP 06 Amps capacity 240 V 10 KA, C series-03 No.(n) Multifunction meter 96x96 mm |
| 51 | Item No 30 : Supply install, testing & commissioning of complete piping & valves and system all as shown in schematic & layout drgs and as required essentially for the swimming with concealed / open type piping with DI Pipe and fitting type and UPVC pipes Sch 40 and fittings and MS heavy grade, for suction, delivery and pool filtration system and consisting of minimum of the following:-i) Piping - DI Pipes & fittings of K-9-160 mm, 200 and 250 mm dia or as per design - 10 KG pressure, with suitable size Butterfly /sluice valves as applicable - ISI marked |
| 52 | ii) Piping UPVC Pipe od sch 40,10 Kgf/cm2 pressure of dia 150 mm, 160mm,140 mm or as per design for suction lines of suitable pumps separately with suitable 150 mm, 160mm,200mm dia or as per design foot valves and butterfly valves in each suction with MS body and synthetic metal ball, strainer etc completeiii) UPVC Pipe od sch 40,10 Kgf/cm2 pressure of dia 150 mm, 160mm,140 mm or as per design of UPVCcomplete with suitable tailor made special and connected to common header and 150 mm, 160 mm,200mm or as oer design of dia NRV ISI marked and PN 1.6 rating sluice valve IS-14846 - Nos as required on site completeiv) MS epoxy coated heavy duty common header 350 mm dia for delivery and suction header of suitable length including required MS specialsv) MS pipe heavy duty epoxy coated of 300 mm dia with specials complete from common header to pressure filters incl necessary butter fly valvesvi) Out let UPVC Pipe od sch 40,10 Kgf/cm2 pressure of 200 mm dia or as per design from pressure filters to swimming pool incl suitable MS butterfly valves 200 mm dia or as per design of suitable pressure rating of suitable lengths complete as required. |
| 53 | vii) Concealed UPVC Pipe of sch 40,10 Kgf/cm2 pressure of 160 mm dia or as per design for outlet nozzles complete with suitable fixing arrangements inside swimming pool /diving pool completeviii) Concealed UPVC Pipe of sch 40,10 Kgf/cm2 pressure of pipe 250 mm dia or as per design for Overflow from Swimming pool complete upto Balancing tankix) Concealed UPVC Pipe of sch 40,10 Kgf/cm2 pressureof 160 mm dia or as per design for drain complete with suitable fixing arrangements inside swimming pool and upto common point and upto balancing tank with 150 mm dia or as per design of sluice valve with SS spindle PN 1.6 rating IS14846 with Suitable operating rod from Balancing tank top complete all as specified and directed. |
| 54 | x) UPVC Pipe od sch 40,10 Kgf/cm2 pressure wash out pipe 160 mm dia heavy duty from pressure filters till out side rain/Storm water drain including 150 mm dia butterfly valve ISI marked with complete.xi) UPVC Pipe od sch 40,10 Kgf/cm2 pressure of suitable sizes for connection of pipes to dosing pumps and blower complete all as required.xii) Set of valve manifold for each filter for operation mode in Filter/ Bypass / rinse/back wash/drain mode of 150 mm dia or as per design of MS butterfly valvesNotes Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 55 | x) UPVC Pipe od sch 40,10 Kgf/cm2 pressure wash out pipe 160 mm dia heavy duty from pressure filters till out side rain/Storm water drain including 150 mm dia butterfly valve ISI marked with complete.xi) UPVC Pipe od sch 40,10 Kgf/cm2 pressure of suitable sizes for connection of pipes to dosing pumps and blower complete all as required.xii) Set of valve manifold for each filter for operation mode in Filter/ Bypass / rinse/back wash/drain mode of 150 mm dia or as per design of MS butterfly valvesNotes Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 56 | Supply & fixing Steel tubular swaged poles complete with cast iron base plate, final taper plug, bolts, nuts & screws as specified type 410 SP-55 (11 metres long) incl painting of pole with two coat of aluminium paint over a coat of red oxide primer and applying one coat of synthetic enamel painting of Black & Yellow colour in 15 cm alternate layers (0.75M above foundation coping) incl writing Pole No. complete all as specified and directed. |
| 57 | Supply and fixing HT 11 KV out door type gang operated air-break switch suitable for vertical mounting type complete with drop out fuse having 9 insulators of rating upto 200 Amps complete all as specified and directed. |
| 58 | M&L for cross arms, bracings, supports, clamps, back plates etc. fabricted with strututral steel sections (for 11 KV 2 pole structure etc.) including bolts, nuts, washers etc., welding, bending cold or hot,drilling holes for bolts,in any shape or size,as indicated or as directed and inclusive of one coat of primer, one under coat, and finishing coat of paint all as directed |
| 59 | Anti-climbing device; spikes type fabricated out of M.S. bars (round, square and flat) including nuts, bolts, washers and welding in two halves made to shape to suit the cross section of the pole complete all as specified and as directed. |
| 60 | M&L for danger Notice board , HT, 11/33kv , of size 25 Cm X 20 Cm, 1.6 mm thick, mild steel sheet , vitreous, enameled white with letters , figures and conventional skull and bones in signal red colour and fixed with clamps, bolts, nuts of approved size complete all as specified and as directed. |
| 61 | M&L for Lightning arresters expulsion type complete with all fittings, transmission class, discharge capacity 65 kilo amp for 11000 V complete all as specified and as directed. |
| 62 | Supply and fixing cable jointing kit for 11 KV grade cable for out door end termination cold shrink type joint complete with jointing materials and accessories suitable for 3 core XLPE armoured cable of size 95 sq mm all as directed |
| 63 | Supply and fixing cable jointing kit for 11 KV grade cable for indoor end termination cold shrink type joint complete with jointing materials and accessories suitable for 3 core XLPE armoured cable of size 95 sq mm all as directed |
| 64 | 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(E) 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. |
| 65 | 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 3.5 core 185 sqmm |
| 66 | Supply, fixing, laying & jointing in repair galvanised iron water tubes of size 80mm dia light grade' with and including all GI fittings such as flanges, unions, reducer sockets, socket reducing bends, elbows, tee, check nuts, caps, plugs etc.and clips, wall hooks etc. laid in trenches, on ground or fixing on wall complete all as specified and directed |
| 67 | M&L for GI strip 32 x 6 mm as earth continuity lead beyond test point fixed to wall on batten or recess or chases or buried in ground or drawn in conduit pipe complete all as specified and directed. |
| 68 | Supply and fix steel tubular swaged poles type 410SP-31(9.0 meter long) Swan Neck Type complete with CI base plate and finial and single swan neck, Including foundation and coping . |
| 69 | Supply and fixing 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. |
| 70 | Supply and fixing LED flood light 120 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified |
| 71 | Automatic Power Factor Correction (APFC) Panel for 3 Phase, 415 V & 50 Hz system of capacity 50 KVAR with suitable size of capacitor bank without incoming MCCBs complete all as specified. |
| 72 | M&L for MCCB 3 Pole, 415 V, fixed type, 25 to 100 Amps with breaking capacity 16 KA complete all as specified and directed. |
| 73 | Supply and fixing in repairs Steel tubes, galvanised, light grade, ISI marked 80mm bore for protection of cable under floor, road and on wall complete. |
| 74 | Excavating in trenches, in any type of soil not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete. |
| 75 | M&L for Cement concrete 1:2:4 type B 2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified and directed. |
| 76 | M&L for Cement concrete 1:4:8 type D 2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified and directed. |
| 77 | M&L for Cement concrete 1:3:6 type C 1 (using 20 mm graded stone aggregate) as in roof kerbs or pole couping of size 300x300 mm or chamfered on edges all as specified and directed. |
| 78 | Returning, filling in excavated approved soil, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm each complete. |
| 79 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete. |
| 80 | M&L Sand cushioning with fine dry unwashed sand in trenches for cushioning of cables complete. |
| 81 | Supplying and laying un-reinforced precast concrete cable cover, class HVP,type 1 with peak, size 300mmx l80mm x 40mm complete all as specified and directed. |
| 82 | Supplying and laying un-reinforced precast concrete cable cover, Class LV, Type I, flat, size with peak, size 250mm x 150mm x 40mm complete all as specified and directed. |
| 83 | M&L for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 sqmm 4 core complete all as specified and directed. Total carried over to BOQ Rs. 1491590.21 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (External Water supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 84 | Supply & Fix Sluice valves cast iron body, double flanged, ISI marked (IS-14846), heavy duty, class PN-1:6 gun metal, with non rising spindle of stainless steel, bronze body seat ring and operating handle, including rubber gaskets, nuts, bolts, washers etc including taking up complete all as specified and as directed.150 mm bore |
| 85 | Excavating in trenches, in any type of soil not exceeding 1.5m wide and notexceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete. |
| 86 | Returning, filling in excavated approved soil, including spreading, leveling,watering and well ramming in layers not exceeding 25 cm each complete. |
| 87 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete. Total carried over to BOQ Rs. 90921.06 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Road Path Culvert) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 88 | Earth work in excavation in all kind of soil by mechanical means (hydraulic excavator) means over area (not exc 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth load upto 50m and lift upto 1.5m, as directed by Engineer - in- charge |
| 89 | Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller. |
| 90 | M & L for laying and compacting 150 mm thick (compacted thickness) Granular sub base course (GSB) grading as per Grade II as specified in Table 900-1 of MoRTH specifications for road and bridge works 2013 in a sand crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity in two layers and compacting with 80-100 Kn static weight Roller for achieving requied compaction density consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridges works 2013, complete all as specified and directed. |
| 91 | M & L for 150 mm thick Laying and compacting (compacted thickness) Wet Mix Macadam (WMM) grading as per 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. |
| 92 | M&L for Applying eventy a priming /tack coat with paving bitumen of grade VG-30 @ 10 Kg per 10 sqm of paving bitumen for laying bituminous macadam including necessary preparation of WMM surfaces all as specified. |
| 93 | M &L for premix bituminous macadam laid / rolled and compacted to required gradient and camber ( consolided thickness 75 mm or less) minimum 4%binder content by weight with paving bitumen any penetration. |
| 94 | M&L for Applying eventy a priming /tack coat with paving bitumen of grade VG-30 @ 5 Kg per 10 sqm of paving bitumen for laying semi dense asphaltic concrete including necessary preparation of black top surface all as specified. |
| 95 | M&L for bituminious premix semi Dense asphaltic concrete consolidated thickness 40mm (Minimum 5.5% binder content using paving bitumen of grade VG-30 by weight of total mix). Rolled and compacted to required camber and gradient with power roller to a uniform smooth surface complete all as specified.The premix shall be prepared in hot mix plant and laid with mechanical paverall as specified. |
| 96 | M&L Moorum filling in pavings laid in layers 15 cm thick(spread thickness), levelled and blinded with earth and rammed including watering complete all as specified. |
| 97 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 98 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 99 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 100 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. |
| 101 | M&L for Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface |
| 102 | M&L for 100 mm thick PCC 1:4:8 type D2 using 40mm graded stone agregate as in base for sustainable concrete pavement/service road all as specified. |
| 103 | M&L Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 104 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation,filling,Mass concrete etc. including necessary use and waste of form work complete all as specified and as directed. |
| 105 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in foundation,filling,Mass concrete etc. including necessary use and waste of form work complete all as specified and as directed. |
| 106 | M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping etc. including necessary use and waste of form work complete all as specified and as directed. |
| 107 | M&L For 450mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars. |
| 108 | M&L for brick work with class B bricks, straigth or curved on plan exceeding 6 m mean radius built in CM 1:4 all as specified. |
| 109 | M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and fair as per manufacturer's instruction etc complete all as specified and as directed . |
| 110 | M&L three coats of white wash on walls on new plastered surfaces including preparation of surfaces complete all as specified and as directed |
| 111 | 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 to more than 5 mm), including making drainage opening wherever required complete. |
| 112 | Removing excavated material exc 1.50 Km but n.exc 5 Km and depositing where directed. Total carried over to BOQ Rs. 11271201.89 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part V (Sewage Disposal) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 113 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/loose soil complete all as specified and directed. |
| 114 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard and dense soil complete all as specified and directed. |
| 115 | Excavation in trenches, exceeding 1.5 mtr wide but not exceeding 3.00 mtr in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard and dense soil complete all as specified and directed. |
| 116 | Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed. |
| 117 | Earth work in soft disintigrated rock/ ordinary rock by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, for each additional 1.5 m or part thereof in depth beyond the first 1.5 m. as directed. |
| 118 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 1.5m, as directed. |
| 119 | M&L for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified and directed. |
| 120 | M&L plain Cement concrete 1:4:8 D2 40mm graded aggregate in foundations, filling and mass concrete as directed. |
| 121 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in in cement mortor 1:4 all as specified and directed. |
| 122 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in in cement mortor 1:4 all as specified and directed. |
| 123 | M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 |
| 124 | Reinforced cement concrete (design mix )in M-30 in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 125 | Reinforced cement concrete (design mix )in M-30 in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 126 | Reinforced cement concrete (design mix )in M-30 in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 127 | Providing precast ce- ment concrete 1:2:4 type B1 set in CM 1:4 as in baffle wall, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. complete with joints to match |
| 128 | M&L for PCC 1:2:4 type B-1 (Using 20 mm graded aggregate) as in coping, channel, benching etc laid to shape and slope and finished even and smooth using extra cement including weathering, throating and necessary form work complete all as specified and directed. |
| 129 | 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 batter |
| 130 | Formwork to faces of walls, retaining walls, butments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 131 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 132 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide |
| 133 | M&L mild steel TMT bars 10mm dia & over cut to length bent to shape required, including cracking, bending spirally to proper for columns, hooking end & binding with and inch mild steel wire not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 134 | S&F TMT bar 6 to 8mm dia 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 |
| 135 | S&F Bands, straps, supports or stays for rainwater, entilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 ® |
| 136 | M&L for 15 mm thick plaster in CM 1:4 on brick walls or concrete surfaces and in any position including finishing the surfaces fair and even (without using extra cement), complete all as specified and directed. |
| 137 | Supply only intergral water proofing compound |
| 138 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc all as specified and directed. |
| 139 | M&L for Providing precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete all as specified and directed. (Note:-Reinforcement to be measured separately). |
| 140 | Hardcore of Broken stone or bouldersguage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface |
| 141 | M&L for rendering 5mm thick in CM 1:4 on coincrete surfaces |
| 142 | S&F 100mm Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenchesor in floors |
| 143 | S&F 100 mm bore cast iron cowls |
| 144 | S&F 100mm SWG Single 'Y' junctions/T Junction |
| 145 | Returning filling in, approved earth including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as sspecified and directed. |
| 146 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed |
| 147 | Removing excavated material exc. 1 km b not exc 1.5 km and depositing where directed |
| 148 | Preparing new surfaces and applying two coats of cement base paint on wall |
| 149 | M&L for loose filling with broken bricks bats of gauge 80 to 150 mm in soakage pits, soakage wells Total carried over to BOQ Rs. 1037850.5 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VI (Area Drainage) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 150 | Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 151 | Material and labour for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed. |
| 152 | M & L for brick work with Sub class 'B' bricks in brick on edge walls built in CM 1:6 complete all as specified |
| 153 | M&L for PCC 1:2:4 type B0 using 12.5mm graded stone aggegate as in coping complete all as specified. |
| 154 | M&L for M & L for 15 mm thick cement plaster in CM 1:4 on walls surface or concrete incl finished surfaces shall be even and smooth without using extra cement complete all as specified. |
| 155 | M&L for Extra for forming fiar finished drain or channel 30cm inner girth in cement concrete, using extra cement, including ,mulds,mitred/stopped ends etc complete all as specified and directed. |
| 156 | Returning filling in including spreding,levlling,waterring and well raming in layer not exc. 25 cm. |
| 157 | Removal excavated material (soil) to a distance exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5m above the starting point apporoved earth completed all as directed. |
| 158 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 159 | Material and labour for Screed bed or bedding layer of mortar 20 mm thick in CM 1:3 for bedding below precast RCC drain as shown in drawing complete all as specified and as directed. Total carried over to BOQ Rs. 706076.27 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VII (Compound Wall Fencing & Gate) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 160 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 161 | M & L for PCC 1:4:8 type D-2 (using 40mm graded aggregate) in foundations, filling and mass conctrete all as specified and as directed. |
| 162 | M&L for RCC M-25 Design mix as in foundation including rafts, footings, foundation beams, plinth beams, bases of columns etc and mass concrete |
| 163 | M&L for RCC M-25 Design mix (20mm graded aggregates) as in columns, pillars, piers, posts and struts. |
| 164 | M&L for RCC M-25 Design mix (20mm graded aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span and similar work complete all a specified and directed. |
| 165 | Use and waste formwork to sides of concrete foundation footings, bases of columns raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work : vertical or to batter Rough finished surfaces of concrete |
| 166 | Use and waste formwork to sides of pillars, post, struts, piers, columns and stanchions for fair finished surface |
| 167 | Use and waste formwork to sides of soffits of floor or roof beams etc for fair finished surface |
| 168 | S&F 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 |
| 169 | Ditto but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 170 | M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed. |
| 171 | Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finish even and smooth without using extra cement. |
| 172 | M&L for preparing plastered surface of walls and applying two coats of exterior weather proof paint over a coat of primer etc complete all as specified and as directed |
| 173 | Returning filling in including spreding,levlling,waterring and well raming in layer not exc. 25 cm. |
| 174 | Removal excavated material (soil) to a distance exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5m above the starting point apporoved earth completed all as directed. |
| 175 | S&F framed work such as grill grating ornamental gate etc with end of bars shoulder or riveted forged into spikes, framed guared bars, barred iron doors, ladders framed balusters, walk ways railings, framed work of watertank and similar work conforming to Fe290. Gde-E165 complete all as specified and directed. |
| 176 | M&L for Preparation of new steel or iron surfaces over 10 cm width or girth not other wise described and applying two coat of synthytic enemel paint over primer(of approved shade) , complete all as specified and directed. |
| 177 | S&F Framed work as in doors or gates of angle or other section with gasset plates,rails,braces etc complete drilled for fixing of steel sheeting or other covering Door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings ( exclusive of steel, sheeting or other covering, running rails and guides) and hanging, also fastening and fixing, Fe 290 (Gde E-165) complete. Total carried over to BOQ Rs. 12030677.82 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VIII (Compound Wall Fencing & Gate) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 178 | Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 179 | Earthwork in excavation by mechanical means over area in any kind of soil (exceeding 30 cm deep' 1.5 m in width as well as excedding 10 Sqm in plan area) including getting out and disposal of excavated earth lead up to 50 m and lead upto 1.5 m complete all as specified an das directed. |
| 180 | All as per item No 2 above but exc 1.5 m but not exc 3 m deep |
| 181 | All as per item No 2 above but exc 3.00 m but not exc 4.5 m deep |
| 182 | All as per item No 2 above but exc 4.50 m but not exc 6.0 m deep |
| 183 | M&L for PCC 1:4:8 type D-2 using 40mm graded stone agg as in fdn filling, mass concrete etc complete all as specified. |
| 184 | M & L for Brick work with Sub class 'B' bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified. |
| 185 | M & L for PCC 1:2:4 mix type B1 using (20mm graded stone aggregate) as in coping complete all as specified. |
| 186 | 100 mm thick PCC 1:2:4 type B 2 (40mm graded aggregate) as in sub base complete all as specified. |
| 187 | M&L for 15 mm thick cement plaster in CM 1:4 on walls surface or concrete incl finished surfaces shall be even and smooth without using extra cement complete all as specified. |
| 188 | RCC Pipe 300mm bore dia in class NP-2 laid and jointed complete with collars all as specified and directed. |
| 189 | M&L for loose filling with broken stone or boulder aggregate of gauge 80-150 mm as in filter bed complete all as specied. |
| 190 | M&L for loose filling with broken stone or boulder aggregate of gauge 40 as in filter bed complete all as specied. |
| 191 | M&L for coarse sand filling under floors or in foundations including watering and consolidation |
| 192 | Precast RCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in cover slab and similar work includind necessary formwork set in cm 1:4 complete. |
| 193 | M & L for mild steel bars 10mm dia & over cut to length bent to shape required including,crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, quality confirming to TMT bars |
| 194 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified. |
| 195 | Removing excavated material exc 250m but not exc 500 m and depositing where directed by Engr-in-charge at a level n.exc 1.5m above the starting point complete all as specified and directed. Total carried over to BOQ Rs. 297232.9 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IX (Site Clearance) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 196 | Surface dressing not exc 15 cm deep and getting out in soft / loose soil |
| 197 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed. Total carried over to BOQ Rs. 1191328.2 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 34 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 41 daysTender Documents
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