Tender For Construction Of 3.00 Metre Dia X 5.00 Metre Deep Spring Well In The Different Remote Villages / Tola Situated In Hilly Areas With 1.0 Hp Dc Solar Motor Pump Complete Set & Distribution Network Including 04 Nos. Stand Post With Platform For
Tender Value
13.45 Lakhs
Estimated cost
Bid Submission
06 Nov 2026
6 days left
EMD
27000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pakur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3.00 Metre Dia X 5.00 Metre Deep Spring Well In The Different Remote Villages / Tola Situated In Hilly Areas With 1.0 Hp Dc Solar Motor Pump Complete Set & Distribution Network Including 04 Nos. Stand Post With Platform For 15 Nos House Hold In Vill- Chota Baskopahar, Kharagpur, Panchayat- Singharsi, Block- Amrapara In High Elevation Area Under D.W. & S. Division, Pakur Financial Year (2026-27)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 3.00 Metre Dia x 5.00 Metre Deep Spring Sanitary Well |
| 2 | Supplying all labors & equipment for digging well in hard soil vide classification of soil item–B including disposal of excavated material up to 50 M lead including dressing the side etc. all complete as per specification and direction of E/I. (Rate with initial lift up to 3 M below GL is Rs. 76.55 P/M3 and extra for each additional lift of IM or part there of over the initial lift of 3 m is Rs. 7.77 P/M3) |
| 3 | Supplying all labor & equipment for digging well in soft rock vide classification of soil item– C with chisel and hammer including disposing of excavated materials and stacking of spoils to a safe distance of 50 M all complete as per specification and direction of E/I. (Rate with initial lift up to 3 M below GL is 268.52 P/M3 and extra for each additional lift of 1M or part there of over the initial lift of 3M is Rs. 28.52 P/M3) |
| 4 | (a) 1.00 M to 3.00 M depth Below GL |
| 5 | (b) 3.00 M to 4.00 M depth Below GL |
| 6 | (c ) 4.00 M to 5.00 M depth Below GL |
| 7 | Supplying all material labour & equipment for providing R.C.C (1.2.4) in well curb including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I. |
| 8 | Supplying materials and labour for providing Rough dressed stone masonry in C.M. (1:6) in steining well of the well and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottom upto 4.5 m below G.L. etc. all complete as per specification and direction of E/I. |
| 9 | (A) Stening wall of well |
| 10 | (a) 0.00 to 3.00 mtr below GL= 3.00 mtr 0.786 x (3.90²-3.00²) M² x 3.00 M = 14.64 M³ |
| 11 | (b) 3.00 to 4.00 mtr below GL= 1.00 mtr 0.786 x (3.90²-3.00²) M² x 1.00 M = 4.88 M³ |
| 12 | (c) 4.00 to 5.00 mtr below GL= 1.00 mtr 0.786 x (3.90²-3.00²) M² x 1.00 M = 4.88 M³ |
| 13 | (B) (a) In Parapet wall of well above GL 0.786 x (3.90²-3.00²) M² x 0.75 M = 3.66 M³ |
| 14 | (b) Platform Surface 0.786 x (6.30²-3.90²) M² x 0.20 M = 3.85 M³ |
| 15 | Supplying materials labours for fixing 20 mm dia M.S bar steps in staining wall of 0.5 M interval and staggered in cement concrete (1.2.4) including scaffolding and curing etc. all complete job as per specification and direction of E/I. |
| 16 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 17 | Providing P.C.C. (M-150) (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position,vibrating, curing, taxes and royalty all compelete as per building specification direction of E/I. |
| 18 | Supplying all materials and labours for providing cement mortar (1.3) cement flush pointing in staining wall including curing, centering and scaffolding etc. all complete job as per specification and direction of E/I. |
| 19 | (A) Flush pointing in staining wall |
| 20 | (a) 0.00 to 3.00 mtr below GL= 3.00 mtr 3.14 x 3.00 M x 3.00 M = 28.26 M2 |
| 21 | (b) 3.00 to 4.00 mtr below GL= 1.00 mtr 3.14 x 3.00 M x 1.00 M = 9.42 M2 |
| 22 | (c) 4.00 to 5.00 mtr below GL= 1.00 mtr 3.14 x 3.00 M x 1.00 M = 9.42 M2 |
| 23 | Supplying materials and labour for providing 12 mm. cement plaster (1:3) with 1.5 mm thick punning with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 24 | Providing R.C.C. (M-200) (1:1.5:3) in cover slab/ beam with approved quality of stone chips (20 mm to 6 mm size) graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes ad royalty all complete as per building specification and direction of E/I.(a) In Beam ( R.C.C. M-200) |
| 25 | (b) In Cover slab ( RCC M-200) |
| 26 | Providing T.M.T steel reinforcement of 8 mm dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 27 | 8mm. Dia. |
| 28 | 10mm. Dia. |
| 29 | Supplying fitting and fixing 600 mm x 450 mm size C/I Man hole cover with frame (Wt. not less than 25 Kg) etc. all complete job as per specification and direction of E/I. |
| 30 | Supplying all labours, tools & plants for dewatering of well by diesel machine including cost of fuel & hire charge of diesel pump during the period of excavation & masonry work all complete job as per direction of E/I. |
| 31 | Supplying all tools equipment and labour for desilting the well all complete as per specification and direction of E/I . |
| 32 | Earth work in back filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement-compacted volume).Earth filling around well up to 1 Mtr depth below G.L.(0.786 x 6.52 x 1.0) - (0.786 x 3.92 x 1.0 ) = 21.25 M³ |
| 33 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads including cost of materials, labours, royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement-compacted volume).Sand filling around the well 1.0 mtr to 5.00 mtr = 4 mtr depth below GL |
| 34 | Carriage of materials to work site by mechanical transport including loading, unloading and stacking at site etc. all complete job as per specification and direction of E/I. (Payment must be done as per SOR and actual lead for different places.) |
| 35 | (a) Cement (AV lead 10 km) |
| 36 | (b) Sand ( AV lead 30 km) |
| 37 | (c) Stone Chips ( AV lead 20 km) |
| 38 | (d) Bricks ( AV lead 08 km) |
| 39 | (e) Boulder (10 km AV lead) |
| 40 | (f) MS Tor Rod ( AV lead 10 km) |
| 41 | Construction RCC Foundation for Steel structure staging & Solar panel . |
| 42 | Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I Foundation for Steel structure staging & Foundation for Solar panel |
| 43 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I Foundation for Steel structure staging & Foundation for Solar panel |
| 44 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I |
| 45 | Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/IFoundation for Steel structure staging & Foundation for Solar panel |
| 46 | Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. |
| 47 | (a)Foundation for Steel structure staging |
| 48 | Footing and Vertical Pedestal |
| 49 | Column |
| 50 | Tie Beam |
| 51 | (b)Foundation for Solar panel |
| 52 | Footing |
| 53 | Vertical Pedestal |
| 54 | Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I. (a)Foundation for Steel structure staging |
| 55 | 10mm. Dia. |
| 56 | 12mm. Dia. |
| 57 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 58 | (a) Cement (AV lead 10 km) |
| 59 | (b) Sand ( AV lead 30 km) |
| 60 | (c) Stone Chips ( AV lead 20 km) |
| 61 | (d) Bricks ( AV lead 08 km) |
| 62 | (e) MS Tor Rod ( AV lead 10 km) |
| 63 | Solar Photovoltaic (SPV) Solar Submersible 1 HP D.C. Solar Motor Pump |
| 64 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. |
| 65 | SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak. |
| 66 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 67 | ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. |
| 68 | iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. |
| 69 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 70 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 71 | vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification) |
| 72 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 73 | viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP. |
| 74 | ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. |
| 75 | x) The motor pump set should have a 5 years warranty. |
| 76 | xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 77 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 78 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 79 | xiv) With third party inspection before dispatch. |
| 80 | xv) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 81 | The following details should be marked indelibly on the motor pump set |
| 82 | a) Name of the Manufacturer or Distinctive Logo. |
| 83 | b) Model Number. |
| 84 | c) Serial Number. |
| 85 | Solar submersible motor pump (SPV DC Type) |
| 86 | i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 87 | Provision of solar night lamp. |
| 88 | Construction of galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel. |
| 89 | Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. |
| 90 | (I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe) |
| 91 | 4nos.x6mx13.7kg/m=328.80 kg |
| 92 | (II) BASE PLATE-300mmx12mm thick (plate) |
| 93 | 4nos.x0.3mx28.26kg/m=33.91kg |
| 94 | (III) STIFFENER-100mmx10mm of thick (flat) |
| 95 | 32nosx0.15m.x7.85kg/m=18.84 kg |
| 96 | (IV) TOP FLANGE-300mmx10mm of thick (plate) |
| 97 | 4nos.x0.3mx23.55kg/m=28.26 kg |
| 98 | (V) FRAME BASE PLATE-300mmx8mm of thick (plate) |
| 99 | 4nosx0.3m.x18.84kg/m=22.61kg |
| 100 | (VI)UPPER STIFFENER-40mmx6mm of thick (flat) |
| 101 | 16nos.x0.1mx1.9kg/m=3.04kg |
| 102 | (VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate) |
| 103 | 32nos.x0.225mx8.7kg/m=62.64kg |
| 104 | b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate) |
| 105 | 16nos.x0.244mx8.4kg/m=32.79kg |
| 106 | (VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle) |
| 107 | 16nos.x1.324mx4.9kg/m=103.80kg |
| 108 | (IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle) |
| 109 | 32nos.x1.386mx3.8kg/m=168.54kg |
| 110 | (X) UPPER STIFFNER-100mmx10mm of thick (flat) |
| 111 | 16nos.x0.15mx7.85kg/m=9.42kg |
| 112 | (X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 113 | 2nos.x2.5mx9.66kg/m=48.30kg |
| 114 | b. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 115 | 4nos.x1.363mx9.66kg/m=52.67kg |
| 116 | c. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 117 | 4nos.x0.46mx9.66kg/m=17.77kg |
| 118 | d. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 119 | 2nos.x9.66kg/m=5.78kg |
| 120 | e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 121 | 0.4965mx0.299mx16nos.x9.66kg/m=76.74kg |
| 122 | f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe) |
| 123 | Gusset Plate 244x178x6mm Thick 4 Nos |
| 124 | 4nos.x0.425mx9.66kg/m=16.42kg |
| 125 | (XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle) |
| 126 | 2nos.x0.05mx4.9kg/m=0.49kg |
| 127 | b. LADDER-35mmx35mmx5mm of thick (angle) |
| 128 | 4nos.x3mx2.7kg/m=32.40kg |
| 129 | c. Horizontal Support Angle |
| 130 | 40x40x5mm Thick- 300mm Long 20 nos |
| 131 | d. LADDER-35mmx35mmx5mm of thick (angle) |
| 132 | 2nos.x2.05mx2.7kg/m=11.07kg |
| 133 | e. Horizontal Support Angle |
| 134 | 40x40x5mm Thick- 300mm 7 nos |
| 135 | Horizontal Support Angle |
| 136 | f. LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle) |
| 137 | 2nos.x0.166mx3kg/m=1.00kg |
| 138 | (XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe) |
| 139 | 4nos.x2.05mx2.2kg/m=18.04kg |
| 140 | b.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe) |
| 141 | 12nos.x0.775mx2.2kg/m=20.46kg |
| 142 | (XIII) G.I. SHEET-2500mmx1250mmx3mm of thick |
| 143 | 2nos.x2.5mx29.5kg/m=147.50kg |
| 144 | (XIV) FOUNDATION BOLT-20mm of thick (M20) |
| 145 | 16nos.x1.2mx2.47kg/m=47.42kg |
| 146 | Total |
| 147 | Weight after Galvanising @ 4% |
| 148 | (XV) HARDWARE (L.S.) |
| 149 | Total |
| 150 | Steel Structure for Solar Panel |
| 151 | (I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe) |
| 152 | 1nos.x3mx15kg/m=45kg |
| 153 | (II) BASE PLATE-300mmx12mm thick (plate) |
| 154 | 1nos.x0.3mx28.26kg/m=8.478kg |
| 155 | (III) STIFFENER-100mmx10mm of thick (flat) |
| 156 | 4nosx0.15m.x10.78kg/m=6.468 kg |
| 157 | (IV) CLAMP-50mmx6mm of thick (flat) |
| 158 | 2nos.x0.35mx2.36kg/m=1.652 kg |
| 159 | (V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe) |
| 160 | 1no.x1.8mx12.9kg/m=23.22 kg |
| 161 | (VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat) |
| 162 | 2nos.x0.2mx10.78kg/m=4.312 kg |
| 163 | (VII) PERLIN-80mmx40mmx3.2mm of thick (tube) |
| 164 | 2nos.x3mx6kg/m=36 kg |
| 165 | (VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe) |
| 166 | 2nos.x1.58mx2kg/m=6.32kg |
| 167 | (IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe) |
| 168 | 1nos.x1mx2kg/m=2kg |
| 169 | (X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle) |
| 170 | 2nos.x0.05mx10.2kg/m=1.02kg |
| 171 | (XI) HARDWARE (L.S.) |
| 172 | (XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20) |
| 173 | 4nosx0.55m.x2.47kg/m=5.43kg |
| 174 | Total |
| 175 | Weight after Galvanising @ 4% |
| 176 | Information board for IEC |
| 177 | Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete |
| 178 | (I)Square Tube |
| 179 | 25mmx25mmx3.2mm thick |
| 180 | ([email protected]/m) |
| 181 | 2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg |
| 182 | (II) Square Tube |
| 183 | 25mmx25mmx3.2mm thick |
| 184 | ([email protected]/m) |
| 185 | 3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg |
| 186 | (III) M.S. Sheet 1mm thick. |
| 187 | ([email protected]/m2) |
| 188 | 1nosx1.50mx1.20m=1.80m2 |
| 189 | =1.80m2x7.85kgp/m2 =14.13kg |
| 190 | Total=27.20kg |
| 191 | Materials and labour for vinyl painting of matter given by department in different color (Asper market Rate) |
| 192 | 1nosx2.10mx0.60m=1.26m2 |
| 193 | Distribution Network |
| 194 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 195 | Rising Main |
| 196 | Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler) |
| 197 | 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe |
| 198 | Distribution |
| 199 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 |
| 200 | 63 mm HDPE Pipe- |
| 201 | 50 mm HDPE Pipe- |
| 202 | 32 mm HDPE Pipe- |
| 203 | 20 mm MDPE Pipe- |
| 204 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). |
| 205 | 50 mm dia . |
| 206 | Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties |
| 207 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. |
| 208 | For Rising50 mm HDPE Pipe- |
| 209 | Distribution |
| 210 | 50 mm HDPE Pipe- |
| 211 | 32 mm HDPE Pipe- |
| 212 | 20 mm MDPE Pipe- |
| 213 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. |
| 214 | Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. |
| 215 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 |
| 216 | (1) Elbow |
| 217 | (a) 15 mm dia. |
| 218 | (3) Reducer Socket - |
| 219 | (a) 20 x 15 mm dia. |
| 220 | (4) Nipple - |
| 221 | (a) 15 mm dia. |
| 222 | (6) Plain Socket - |
| 223 | (a) 15 mm dia. |
| 224 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. |
| 225 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. |
| 226 | 15 dia and weight not less than 400 Gm |
| 227 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 228 | 50 mm dia and weight not less than 1.5 Kg. |
| 229 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.Full way valve chamber |
| 230 | Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. |
| 231 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. |
| 232 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (From olde Model estimate) |
| 233 | Installation of 2000 liters Capacity Water Storage Tank with Delivery and Rising arrangement. |
| 234 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank |
| 235 | Transportation Charge |
| 236 | Lifting of 2000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour |
| 237 | Making hole in Tank |
| 238 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 239 | O & M Cost |
| 240 | Hence O & M Cost for 1st year (Excluding Repair Charges) |
| 241 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 242 | O & M cost for 3rd Year =1.06 x 2nd year |
| 243 | O & M cost for 4th Year =1.06 x 3rd year |
| 244 | O & M cost for 5th Year =1.06 x 4th year |
| 245 | Provision of one no SIM card & its recharging cost for RMCRs.800.00 Per Year (For 5 Years) |
| 246 | Add 18 % GST |
| 247 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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