Tender For Installation Of 1(One) No. Sbdtw With Electrical Equipments Etc. And Other Allied Works At Maharani Tulsibati Girls H.S. School, Jackson Gate, Agartala F.Y. 2026-27 Under Dws Sub Divn-I, Collegetilla, Agartala. Job No. Tr 08/Ce/Tjb/2026-20
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Project Description
Tender for Installation Of 1(One) No. Sbdtw With Electrical Equipments Etc. And Other Allied Works At Maharani Tulsibati Girls H.S. School, Jackson Gate, Agartala F.Y. 2026-27 Under Dws Sub Divn-I, Collegetilla, Agartala. Job No. Tr 08/Ce/Tjb/2026-2027
BOQ
| Sl. No. | Item Description |
| 1 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags/sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge. |
| 2 | i) 100mm dia. |
| 3 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge. i. from 100 mm dia pilot hole to 250 mm bore hole |
| 4 | Providing & lowering of UPVC pipe as per IS:12618 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. |
| 5 | A. 'CM' Casing pipe |
| 6 | i) 100mm dia. |
| 7 | ii) 150mm dia |
| 8 | B. 'RS' pipe |
| 9 | i) 100mm dia. |
| 10 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engg-in-charge. |
| 11 | i) 150 x 100mm dia |
| 12 | Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. |
| 13 | i) 100mm dia. |
| 14 | Washing and development of tube well by using hand pump or by any suitble method and testing of the well as per specification and direction of the Engineer - in - charge. |
| 15 | Supplying and installation of water lubricated submersible pump having ISI mark of capacity 2000 GPH at total head up to 60 Mtr. Coupler with submersible motor 3 HP suitable for 240 Volts (+ 10% varitions single phase 50 HP, AC supply DOL starting method to run at 2880 RPM along with 35 Mtr., 2.50 Sqm. PVC insulated 3(Three) Crore flat copper cable in/c fitting, fixing and lowering it with 40mm dia GI pipe up to 100 ft. (30.00 Mtr.) etc. complete as per specification and direction of the Engg-in-charge. (40mm dia GI pipe and fitting will be paid separatelaly. |
| 16 | Providing and Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size) as per specification (IS : 4097) and direction of the Engineer - in - charge. |
| 17 | ii) Pea gravels obtained from Golaghat, Assam. |
| 18 | Supplying and fitting, fixing of single phase motor starter pannel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay capacitor, volts meter of BCH/ L&T make with necessary copper wire etc. complete as per direction of the Engg-in-charge. |
| 19 | Supplying and fitting, fixing of 32 Amps single phase Main Switch of BCH/L&T/ Havels make with necessary copper wire etc. complete as per direction of the Engineer-in-charge. |
| 20 | Providing and fixing G.I. pipes heavy class as per IS:1239 with latest amendment complete with G.I. fittings in/c trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engg-in-charge.A. External work. |
| 21 | v. 40 mm dia. nominal bore |
| 22 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer-in-charge.(V) 40 mm dia |
| 23 | Providing and fixing G.I. Bend/elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engg-in-charge. |
| 24 | v. 40 mm dia |
| 25 | Providing and fixing G.I. equal Tee with the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 26 | v. 40 X 40 X 40mm dia |
| 27 | Providing and fixing of Brass Union Joints (Medium class) with the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 28 | v. 40 mm dia |
| 29 | Providing and fixing G.I. Reducer with the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 30 | xxii. 80 X 40mm dia |
| 31 | Providing & fixing of 10m clamp (made with 12mm thick MS sheet) along with well cap (made of with 10mm thick MS sheet) with necessary arrangement of SBDTW as per specification and direction of the Engineer-in-charge. |
| 32 | (ii) 150mm dia |
| 33 | Providing and fixing with PVC insulated 3 core flat copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer in charge |
| 34 | i) 2.50 sqmm |
| 35 | ii) 4.00 sqmm |
| 36 | iii)6.00 sqmm |
| 37 | Earth work in excavation by mechanical means (Hydraulic excaator/ manual means in foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan) in/c dressingof sides and ramming of bottoms, lift up to 1.5m in/c gettting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. |
| 38 | Supplying and filling in plinth, under floor, foundation etc. with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 39 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m All kinds of soil. |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level: |
| 41 | a) 1:3:6 (1cement : 3 fine sand : 6 graded well burnt brick aggregate of 20mm nominal size) |
| 42 | a) 1:2:4 (1cement : 2 fine sand : 4 graded well burnt brick aggregate of 20mm nominal size) Please Enable Macros to View BoQ information |
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