Tender For Construction Of Cart Mounted Multifunctional Is With Two Boring (56 Points), Solar Powered Mobile Lift Irrigation Schemes (56 Nos), Solar Powered Stw (45 M) Irrigation Schemes (145 Points) And Solar Powered Stw (54 M) Irrigation Schemes (3
Tender Value
20.17 Crore
Estimated cost
Bid Submission
23 Sep 2026
15 days left
EMD
40.34 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sonitpur → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Cart Mounted Multifunctional Is With Two Boring (56 Points), Solar Powered Mobile Lift Irrigation Schemes (56 Nos), Solar Powered Stw (45 M) Irrigation Schemes (145 Points) And Solar Powered Stw (54 M) Irrigation Schemes (30 Points) In Under Ridf-Xxxii (Nabard) For The Year 2026-27 Under Biswanath- Behali, Dhekiajuli-Barchalla, Gohpur, Tezpur Rangapara, Naduar, Nazira-Amguri, Sivasagar-Demow, Sonari-Mahmora, Sadiya Doomdooma, Tinsukia-Makum, Jorhat-Teok, Golaghat Sarupathar, Bokakhat-Khumtai-Dergaon, Kaliabor-Samaguri, Mangldai-Dalgaon-Sipajhar, Udalguri- Mazbat, Borkhola Katigorah , Ramkrishna Nagar- Patharkandi, Dholai-Sonai, Hailakandi- Algapur- Katlicherra, Lakhipur, Silchar-Udharbond Divisions (I) (Package-3)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Sep-2026 | addendumm on bid document | Technical Bid | 23-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Mobile Lift Irrigation Scheme at Biswanath LAC (9 Nos.) & Behali LAC(1 No.) under Biswanath Behali Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 2 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 3 | Fabricated M.S. Angle 65 x 65 x 5 |
| 4 | Fabricated M.S. Angle 35x 35 x 5 |
| 5 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 6 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 7 | G.I. Flat 25 x 5 mm |
| 8 | Gas cutting |
| 9 | Length of ARC welding for joining Skin plate |
| 10 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 11 | Cost of drilled hole of 16mm dia |
| 12 | M.S. Nuts & Bolts |
| 13 | M.S. Washer |
| 14 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 15 | Anchor chain (close link) 12 mm dia |
| 16 | Nylon Rope 16 mm |
| 17 | Installation and commissioning including painting charges at site |
| 18 | Freight Charges (Including loading/unloading) |
| 19 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 20 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 21 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 22 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 23 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 24 | G.I. Pipe 80 mm dia |
| 25 | Ribbed PVC Hose Pipe 80 mm |
| 26 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 27 | Foot Valve 80 mm dia |
| 28 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 29 | IoT based Monitoring System |
| 30 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 31 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 32 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 33 | Cart Mounted Multifunctional IS with Two Boring at Dhekiajuli LAC (13 Pts.) and Barchalla LAC (12 Pts) under Dhekiajuli Barchalla Div (I)Cart Mounted Multifunctional ISFabrication, Supply and Installation of Mobile Cart |
| 34 | Galvanized steel strut channel 41 x 41 x 2.5 mm |
| 35 | Galvanized square Hollow Section (SHS) 40 x 40 x 2.5 mm |
| 36 | Axle Wheel Assembly with Tyre 16/2.5 and Bearing |
| 37 | M.S. Nuts & Bolts (Assorted Size) B.Q. |
| 38 | M.S. Washer (Assorted Size) B.Q. |
| 39 | Both Side Name Plates with Handle |
| 40 | Cutting, Grinding, Welding charges |
| 41 | Installation and commissioning including Painting charges at site |
| 42 | Freight Charges (Including loading/unloading at Site) |
| 43 | Supply and Installation of Solar Panels and Surface 2 HP BL DC Pumpset along with Controller, Pipes and Accessories |
| 44 | 2 H.P. Solar BLDC surface water pump with Controller, Wp=2000, Voltage (V) =90-110 V, Current (A)= 13A, Discharge= 500 LPM, Head Range = 12-18 Mtr Make : Any Empanelled Brand by Irrigation Department, Assam |
| 45 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 46 | Ribbed PVC Hose Pipe 80 mm |
| 47 | Foot Valve 80 mm dia |
| 48 | Clamp 3'' dia |
| 49 | Carrying, Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 50 | IoT based Monitoring System with Geospatial Tracking |
| 51 | Installation of IoT-Based Energy Management and Location Tracking System, integration with IIPPMSScope of Work:Deployment of Intelligent Power Management Unit:Installation of an advanced Energy Monitoring and Control Module engineered for continuous runtime tracking and performance analysis of solar-powered systems.Provides real-time insights into system operational metrics, including active runtime, power usage, and energy efficiency.Integration of Geo-Spatial Tracking System:Incorporation of a High-Precision Geo-Positioning Module for accurate real-time location tracking.Utilizes multi-satellite connectivity to ensure reliable geo-spatial data acquisition and reporting.GaM-Based Communication Infrastructure:Implementation of a Global Access Management (GaM) communication framework to ensure secure, uninterrupted data transmission. Enables remote monitoring of system parameters, location data, and operational status via a centralized platform. Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 52 | Procurement and supply of approved quality Canvas Pipe for water distribution system. |
| 53 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. |
| 54 | Manual Boring Site preparation |
| 55 | Bhuluka Bamboo |
| 56 | Binding wire |
| 57 | Coir Rope |
| 58 | Boring of well including lowering of casing pipe |
| 59 | Boring of the STW with 135mm dia cutting socket made of GI Pipe upto 40 mtr depth Manually as directed. |
| 60 | Casing pipe |
| 61 | u-PVC casing pipe of dia 3 inch (80MM)Ø as per IS : 12818-2010 (Ashirbad/ Supreme / EQUIV) of length 3m |
| 62 | u-PVC Ribbed Screen Filter of dia 3\\"(80MM) dia of length 3m as per IS : 12818-2010 (Ashirbad/ Supreme /EQUIV) |
| 63 | UPVC End Cap |
| 64 | Shrouding |
| 65 | Shrouding the DTW assembly by river pea gravel of size 2 mm to 4 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 66 | Developing |
| 67 | Developing the tube well assembly by Air-Compressor of capacity upto 6 kg/cm2 so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. Available average discharge3. Drawdown at different discharge |
| 68 | Solar powered STW Irrigation Scheme at Gohpur LAC (15 Pts) under Gohpur Div (I)Boring and Installation of Tube Well |
| 69 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 70 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 71 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 72 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 73 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 74 | Installation and commissioning of Solar Pump along with PV Panels |
| 75 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 76 | Installation of Sign Board |
| 77 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 78 | Construction of Boundary Fencing |
| 79 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 80 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 81 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 82 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 83 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 84 | (B) Shuttering (Beams) with out props |
| 85 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 86 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 87 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 88 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 89 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 90 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 91 | Canvas pipe |
| 92 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 93 | Solar powered STW Irrigation Scheme at Tezpur LAC (7 Pts), Rangapara LAC(8 Points) under Tezpur-Rangapara Div (I)Boring and Installation of Tube Well |
| 94 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 95 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 96 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 97 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 98 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 99 | Installation and commissioning of Solar Pump along with PV Panels |
| 100 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 101 | Installation of Sign Board |
| 102 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 103 | Construction of Boundary Fencing |
| 104 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 105 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 106 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 107 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 108 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 109 | (B) Shuttering (Beams) with out props |
| 110 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 111 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 112 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 113 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 114 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 115 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 116 | Canvas pipe |
| 117 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 118 | Solar powered STW Irrigation Scheme at Naduar LAC (15 Pts) under Naduar Div (I)Boring and Installation of Tube Well |
| 119 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 120 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 121 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 122 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 123 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 124 | Installation and commissioning of Solar Pump along with PV Panels |
| 125 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 126 | Installation of Sign Board |
| 127 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 128 | Construction of Boundary Fencing |
| 129 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 130 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 131 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 132 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 133 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 134 | (B) Shuttering (Beams) with out props |
| 135 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 136 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 137 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 138 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 139 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 140 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 141 | Canvas pipe |
| 142 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 143 | Solar powered STW Irrigation Scheme at Nazira LAC (15 Pts) under Nazira Amguri Div (I)Boring and Installation of Tube Well |
| 144 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 145 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 146 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 147 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 148 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 149 | Installation and commissioning of Solar Pump along with PV Panels |
| 150 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 151 | Installation of Sign Board |
| 152 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 153 | Construction of Boundary Fencing |
| 154 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 155 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 156 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 157 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 158 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 159 | (B) Shuttering (Beams) with out props |
| 160 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 161 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 162 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 163 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 164 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 165 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 166 | Canvas pipe |
| 167 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 168 | Solar powered STW Irrigation Scheme at Demow LAC (15 Pts) under Sivasagar Demow Div (I)Boring and Installation of Tube Well |
| 169 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 170 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 171 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 172 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 173 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 174 | Installation and commissioning of Solar Pump along with PV Panels |
| 175 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 176 | Installation of Sign Board |
| 177 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 178 | Construction of Boundary Fencing |
| 179 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 180 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 181 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 182 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 183 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 184 | (B) Shuttering (Beams) with out props |
| 185 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 186 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 187 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 188 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 189 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 190 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 191 | Canvas pipe |
| 192 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 193 | Installation of Solar powered STW Irrigation Scheme at Sonari LAC (8 Pts), Mahmora LAC(7 Points) under Sonari Mahmora Div (I)Boring and Installation of Tube Well |
| 194 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 195 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 196 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 197 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 198 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 199 | Installation and commissioning of Solar Pump along with PV Panels |
| 200 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 201 | Installation of Sign Board |
| 202 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 203 | Construction of Boundary Fencing |
| 204 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 205 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 206 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 207 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 208 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 209 | (B) Shuttering (Beams) with out props |
| 210 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 211 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 212 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 213 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 214 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 215 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 216 | Canvas pipe |
| 217 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 218 | Solar powered STW Irrigation Scheme at Sadiya LAC (8 Pts) and Doomdooma LAC(7 Points) under Sadiya-Doomdooma Div (I)Boring and Installation of Tube Well |
| 219 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 220 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 221 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 222 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 223 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 224 | Installation and commissioning of Solar Pump along with PV Panels |
| 225 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 226 | Installation of Sign Board |
| 227 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 228 | Construction of Boundary Fencing |
| 229 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 230 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 231 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 232 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 233 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 234 | (B) Shuttering (Beams) with out props |
| 235 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 236 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 237 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 238 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 239 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 240 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 241 | Canvas pipe |
| 242 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 243 | Cart Mounted Multifunctional IS with Two Boring at Tinsukia LAC (13 Pts.) and Makum LAC (12 Pts) under Tinsukia Makum Div (I)Cart Mounted Multifunctional ISFabrication, Supply and Installation of Mobile Cart |
| 244 | Galvanized steel strut channel 41 x 41 x 2.5 mm |
| 245 | Galvanized square Hollow Section (SHS) 40 x 40 x 2.5 mm |
| 246 | Axle Wheel Assembly with Tyre 16/2.5 and Bearing |
| 247 | M.S. Nuts & Bolts (Assorted Size) B.Q. |
| 248 | M.S. Washer (Assorted Size) B.Q. |
| 249 | Both Side Name Plates with Handle |
| 250 | Cutting, Grinding, Welding charges |
| 251 | Installation and commissioning including Painting charges at site |
| 252 | Freight Charges (Including loading/unloading at Site) |
| 253 | Supply and Installation of Solar Panels and Surface 2 HP BL DC Pumpset along with Controller, Pipes and Accessories |
| 254 | 2 H.P. Solar BLDC surface water pump with Controller, Wp=2000, Voltage (V) =90-110 V, Current (A)= 13A, Discharge= 500 LPM, Head Range = 12-18 Mtr Make : Any Empanelled Brand by Irrigation Department, Assam |
| 255 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 256 | Ribbed PVC Hose Pipe 80 mm |
| 257 | Foot Valve 80 mm dia |
| 258 | Clamp 3'' dia |
| 259 | Carrying, Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 260 | IoT based Monitoring System with Geospatial Tracking |
| 261 | Installation of IoT-Based Energy Management and Location Tracking System, integration with IIPPMSScope of Work:Deployment of Intelligent Power Management Unit:Installation of an advanced Energy Monitoring and Control Module engineered for continuous runtime tracking and performance analysis of solar-powered systems.Provides real-time insights into system operational metrics, including active runtime, power usage, and energy efficiency.Integration of Geo-Spatial Tracking System:Incorporation of a High-Precision Geo-Positioning Module for accurate real-time location tracking.Utilizes multi-satellite connectivity to ensure reliable geo-spatial data acquisition and reporting.GaM-Based Communication Infrastructure:Implementation of a Global Access Management (GaM) communication framework to ensure secure, uninterrupted data transmission. Enables remote monitoring of system parameters, location data, and operational status via a centralized platform. Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 262 | Procurement and supply of approved quality Canvas Pipe for water distribution system. |
| 263 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. |
| 264 | Manual Boring Site preparation |
| 265 | Bhuluka Bamboo |
| 266 | Binding wire |
| 267 | Coir Rope |
| 268 | Boring of well including lowering of casing pipe |
| 269 | Boring of the STW with 135mm dia cutting socket made of GI Pipe upto 40 mtr depth Manually as directed. |
| 270 | Casing pipe |
| 271 | u-PVC casing pipe of dia 3 inch (80MM)Ø as per IS : 12818-2010 (Ashirbad/ Supreme / EQUIV) of length 3m |
| 272 | u-PVC Ribbed Screen Filter of dia 3\\"(80MM) dia of length 3m as per IS : 12818-2010 (Ashirbad/ Supreme /EQUIV) |
| 273 | UPVC End Cap |
| 274 | Shrouding |
| 275 | Shrouding the DTW assembly by river pea gravel of size 2 mm to 4 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 276 | Developing |
| 277 | Developing the tube well assembly by Air-Compressor of capacity upto 6 kg/cm2 so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. Available average discharge3. Drawdown at different discharge |
| 278 | Solar powered STW Irrigation Scheme at Jorhat LAC (8 Pts)and Teok LAC(7 Points) under Jorhat-Teok Div (I)Boring and Installation of Tube Well |
| 279 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 280 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 281 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 282 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 283 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 284 | Installation and commissioning of Solar Pump along with PV Panels |
| 285 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 286 | Installation of Sign Board |
| 287 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 288 | Construction of Boundary Fencing |
| 289 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 290 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 291 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 292 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 293 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 294 | (B) Shuttering (Beams) with out props |
| 295 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 296 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 297 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 298 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 299 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 300 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 301 | Canvas pipe |
| 302 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 303 | Mobile Lift Irrigation Scheme at Golaghat LAC (5 Nos.) & Sarupathar LAC (5 No.) under Golaghat Sarupathar Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 304 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 305 | Fabricated M.S. Angle 65 x 65 x 5 |
| 306 | Fabricated M.S. Angle 35x 35 x 5 |
| 307 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 308 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 309 | G.I. Flat 25 x 5 mm |
| 310 | Gas cutting |
| 311 | Length of ARC welding for joining Skin plate |
| 312 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 313 | Cost of drilled hole of 16mm dia |
| 314 | M.S. Nuts & Bolts |
| 315 | M.S. Washer |
| 316 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 317 | Anchor chain (close link) 12 mm dia |
| 318 | Nylon Rope 16 mm |
| 319 | Installation and commissioning including painting charges at site |
| 320 | Freight Charges (Including loading/unloading) |
| 321 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 322 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 323 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 324 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 325 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 326 | G.I. Pipe 80 mm dia |
| 327 | Ribbed PVC Hose Pipe 80 mm |
| 328 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 329 | Foot Valve 80 mm dia |
| 330 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 331 | IoT based Monitoring System |
| 332 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 333 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 334 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 335 | Mobile Lift Irrigation Scheme at Bokakhat LAC (4 points), Khumtai LAC (3 points) and Dergaon LAC (3 points) under Bokakhat Khumtai Dergaon Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 336 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 337 | Fabricated M.S. Angle 65 x 65 x 5 |
| 338 | Fabricated M.S. Angle 35x 35 x 5 |
| 339 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 340 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 341 | G.I. Flat 25 x 5 mm |
| 342 | Gas cutting |
| 343 | Length of ARC welding for joining Skin plate |
| 344 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 345 | Cost of drilled hole of 16mm dia |
| 346 | M.S. Nuts & Bolts |
| 347 | M.S. Washer |
| 348 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 349 | Anchor chain (close link) 12 mm dia |
| 350 | Nylon Rope 16 mm |
| 351 | Installation and commissioning including painting charges at site |
| 352 | Freight Charges (Including loading/unloading) |
| 353 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 354 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 355 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 356 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 357 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 358 | G.I. Pipe 80 mm dia |
| 359 | Ribbed PVC Hose Pipe 80 mm |
| 360 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 361 | Foot Valve 80 mm dia |
| 362 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 363 | IoT based Monitoring System |
| 364 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 365 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 366 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 367 | Solar Powered Mobile Lift Irrigation Scheme (5 points) and Solar Powered Cart mounted Multifunctional IrrigationScheme with 2nos of manual boring at Kaliabor Development Block (12 points) under Kaliabor Samaguri Div (I)Solar Powered Mobile Lift Irrigation Scheme (5 points)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 368 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 369 | Fabricated M.S. Angle 65 x 65 x 5 |
| 370 | Fabricated M.S. Angle 35x 35 x 5 |
| 371 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 372 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 373 | G.I. Flat 25 x 5 mm |
| 374 | Gas cutting |
| 375 | Length of ARC welding for joining Skin plate |
| 376 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 377 | Cost of drilled hole of 16mm dia |
| 378 | M.S. Nuts & Bolts |
| 379 | M.S. Washer |
| 380 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 381 | Anchor chain (close link) 12 mm dia |
| 382 | Nylon Rope 16 mm |
| 383 | Installation and commissioning including painting charges at site |
| 384 | Freight Charges (Including loading/unloading) |
| 385 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 386 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 387 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 388 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 389 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 390 | G.I. Pipe 80 mm dia |
| 391 | Ribbed PVC Hose Pipe 80 mm |
| 392 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 393 | Foot Valve 80 mm dia |
| 394 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 395 | IoT based Monitoring System |
| 396 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 397 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 398 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 399 | Solar powered Cart Mounted Multifunctional IS with Two nos manual boring at Kaliabor Development Block (12 Pts)Cart Mounted Multifunctional ISFabrication, Supply and Installation of Mobile Cart |
| 400 | Galvanized steel strut channel 41 x 41 x 2.5 mm |
| 401 | Galvanized square Hollow Section (SHS) 40 x 40 x 2.5 mm |
| 402 | Axle Wheel Assembly with Tyre 16/2.5 and Bearing |
| 403 | M.S. Nuts & Bolts (Assorted Size) B.Q. |
| 404 | M.S. Washer (Assorted Size) B.Q. |
| 405 | Both Side Name Plates with Handle |
| 406 | Cutting, Grinding, Welding charges |
| 407 | Installation and commissioning including Painting charges at site |
| 408 | Freight Charges (Including loading/unloading at Site) |
| 409 | Supply and Installation of Solar Panels and Surface 2 HP BL DC Pumpset along with Controller, Pipes and Accessories |
| 410 | 2 H.P. Solar BLDC surface water pump with Controller, Wp=2000, Voltage (V) =90-110 V, Current (A)= 13A, Discharge= 500 LPM, Head Range = 12-18 Mtr Make : Any Empanelled Brand by Irrigation Department, Assam |
| 411 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 412 | Ribbed PVC Hose Pipe 80 mm |
| 413 | Foot Valve 80 mm dia |
| 414 | Clamp 3'' dia |
| 415 | Carrying, Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 416 | IoT based Monitoring System with Geospatial Tracking |
| 417 | Installation of IoT-Based Energy Management and Location Tracking System, integration with IIPPMSScope of Work:Deployment of Intelligent Power Management Unit:Installation of an advanced Energy Monitoring and Control Module engineered for continuous runtime tracking and performance analysis of solar-powered systems.Provides real-time insights into system operational metrics, including active runtime, power usage, and energy efficiency.Integration of Geo-Spatial Tracking System:Incorporation of a High-Precision Geo-Positioning Module for accurate real-time location tracking.Utilizes multi-satellite connectivity to ensure reliable geo-spatial data acquisition and reporting.GaM-Based Communication Infrastructure:Implementation of a Global Access Management (GaM) communication framework to ensure secure, uninterrupted data transmission. Enables remote monitoring of system parameters, location data, and operational status via a centralized platform. Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 418 | Procurement and supply of approved quality Canvas Pipe for water distribution system. |
| 419 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. |
| 420 | Manual Boring Site preparation |
| 421 | Bhuluka Bamboo |
| 422 | Binding wire |
| 423 | Coir Rope |
| 424 | Boring of well including lowering of casing pipe |
| 425 | Boring of the STW with 135mm dia cutting socket made of GI Pipe upto 40 mtr depth Manually as directed. |
| 426 | Casing pipe |
| 427 | u-PVC casing pipe of dia 3 inch (80MM)Ø as per IS : 12818-2010 (Ashirbad/ Supreme / EQUIV) of length 3m |
| 428 | u-PVC Ribbed Screen Filter of dia 3\\"(80MM) dia of length 3m as per IS : 12818-2010 (Ashirbad/ Supreme /EQUIV) |
| 429 | UPVC End Cap |
| 430 | Shrouding |
| 431 | Shrouding the DTW assembly by river pea gravel of size 2 mm to 4 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 432 | Developing |
| 433 | Developing the tube well assembly by Air-Compressor of capacity upto 6 kg/cm2 so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. Available average discharge3. Drawdown at different discharge |
| 434 | Installation of Mobile Lift Irrigation Scheme g at Dimoria LAC (3 nos) and Sipajhar LAC (3 nos) under Mangldai-Dalgaon-Sipajhar Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 435 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 436 | Fabricated M.S. Angle 65 x 65 x 5 |
| 437 | Fabricated M.S. Angle 35x 35 x 5 |
| 438 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 439 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 440 | G.I. Flat 25 x 5 mm |
| 441 | Gas cutting |
| 442 | Length of ARC welding for joining Skin plate |
| 443 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 444 | Cost of drilled hole of 16mm dia |
| 445 | M.S. Nuts & Bolts |
| 446 | M.S. Washer |
| 447 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 448 | Anchor chain (close link) 12 mm dia |
| 449 | Nylon Rope 16 mm |
| 450 | Installation and commissioning including painting charges at site |
| 451 | Freight Charges (Including loading/unloading) |
| 452 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 453 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 454 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 455 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 456 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 457 | G.I. Pipe 80 mm dia |
| 458 | Ribbed PVC Hose Pipe 80 mm |
| 459 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 460 | Foot Valve 80 mm dia |
| 461 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 462 | IoT based Monitoring System |
| 463 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 464 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 465 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 466 | Installation of Solar powered STW schemes under Udalguri LAC (5Points) and Mazbat LAC (5 Points) under Udalguri- Mazbat Div (I)Boring and Installation of Tube Well |
| 467 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 468 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 469 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 470 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 471 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 472 | Installation and commissioning of Solar Pump along with PV Panels |
| 473 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 474 | Installation of Sign Board |
| 475 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 476 | Construction of Boundary Fencing |
| 477 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 478 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 479 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 480 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 481 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 482 | (B) Shuttering (Beams) with out props |
| 483 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 484 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 485 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 486 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 487 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 488 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 489 | Canvas pipe |
| 490 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 491 | Mobile Lift Irrigation Scheme at Borkhola LAC (5 Pts.) and Katigorah LAC (5 pts.) under Borkhola Katigorah Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 492 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 493 | Fabricated M.S. Angle 65 x 65 x 5 |
| 494 | Fabricated M.S. Angle 35x 35 x 5 |
| 495 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 496 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 497 | G.I. Flat 25 x 5 mm |
| 498 | Gas cutting |
| 499 | Length of ARC welding for joining Skin plate |
| 500 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 501 | Cost of drilled hole of 16mm dia |
| 502 | M.S. Nuts & Bolts |
| 503 | M.S. Washer |
| 504 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 505 | Anchor chain (close link) 12 mm dia |
| 506 | Nylon Rope 16 mm |
| 507 | Installation and commissioning including painting charges at site |
| 508 | Freight Charges (Including loading/unloading) |
| 509 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 510 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 511 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 512 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 513 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 514 | G.I. Pipe 80 mm dia |
| 515 | Ribbed PVC Hose Pipe 80 mm |
| 516 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 517 | Foot Valve 80 mm dia |
| 518 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 519 | IoT based Monitoring System |
| 520 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 521 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 522 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 523 | Solar powered Mobile Lift Irrigation Scheme (5 Nos.) under Dholai Sonai Div (I)Fabrication and Installation of Barrel Barge (4 Mtr x 3 Mtr) and Super Structure (5 Mtr x 4 Mtr) |
| 524 | Fabricated M.S. Chequared Platform plate of 5 mm thickness |
| 525 | Fabricated M.S. Angle 65 x 65 x 5 |
| 526 | Fabricated M.S. Angle 35x 35 x 5 |
| 527 | Fabricated Square Hollow Section 63.5 x 63.5 x 4.5 mm |
| 528 | Fabricated Square Hollow Section 40 x 40 x 4 mm |
| 529 | G.I. Flat 25 x 5 mm |
| 530 | Gas cutting |
| 531 | Length of ARC welding for joining Skin plate |
| 532 | Cost of UPVC Barrel (572 mm diameter, 851 mm height) including loading, unloading, cleaning and preparing |
| 533 | Cost of drilled hole of 16mm dia |
| 534 | M.S. Nuts & Bolts |
| 535 | M.S. Washer |
| 536 | M.S. Anchor 5 prong. (Heavy Duty) Approx. weight 30 (thirty) Kg. |
| 537 | Anchor chain (close link) 12 mm dia |
| 538 | Nylon Rope 16 mm |
| 539 | Installation and commissioning including painting charges at site |
| 540 | Freight Charges (Including loading/unloading) |
| 541 | Supply and Installation of Solar Panels and Surface 5HP BLDC Pumpset along with Controller, Pipes and Accessories |
| 542 | 5 H.P. Solar BLDC surface water pump with Controller, Wp=4700, Voltage (V) =160V-260 V, Current (A)= 13A, Discharge= 1000 LPM, Head Range = 12-18 Mtr, Make : Any Empanelled Brand by Irrigation Department, Assam |
| 543 | Bifacial Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 550 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 2279 mm x 1134 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 15 years Power Output Warranty) |
| 544 | Earthing Kit (1500 mm x 14mm dia cu coated 250 Microne 3 Electrode + Compound 15Kg) |
| 545 | Lighting Arrestor (1000 mm x 14mm dia,CU bonded 50 Micron with 5 Spikes and FRP base) |
| 546 | G.I. Pipe 80 mm dia |
| 547 | Ribbed PVC Hose Pipe 80 mm |
| 548 | Solar Powered LED Blinker complete with integrated solar panel, Li-ion battery backup, automatic dusk-to-dawn operation, high intensity red LED visibility up to 500 m, mounted on GI support pole including all fixtures and accessories. |
| 549 | Foot Valve 80 mm dia |
| 550 | Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. ) |
| 551 | IoT based Monitoring System |
| 552 | Provision, supply, installation, testing and commissioning of an integrated IoT-based Monitoring, Control and Automation System for remote supervision and management of pumping and solar power infrastructure, comprising the following components:* IoT-enabled motor controller with distant parameter configuration, firmware updates, fault diagnostics and command execution through wireless communication networks. Provision of an advanced Energy Monitoring and Control Module designed for continuous tracking of system performance, including active runtime, power consumption, voltage, current, energy yield and overall operational efficiency of the solar-powered pumping system.* Real-time monitoring and recording of pump operating hours, motor performance parameters including system uptime, energy consumption and efficiency analysis. The IoT device shall have a built-in GPS module for accurate location tracking and reporting of latitude and longitude coordinates.* Integration of pump runtime, operational data and surveillance camera with the Integrated Irrigation Project Planning and Monitoring System (IIPPMS) for centralized monitoring and reporting.* Supply and installation of industrial-grade M2M IoT SIM cards with data connectivity and recharge validity for a period of three years for uninterrupted communication and data transmission.* Installation of an automatic water level/depth monitoring sensor with continuous measurement, data logging, threshold-based alarms and auto-alert notifications for abnormal water level conditions.* Supply and installation of a reputed-brand IP-based motion sensor surveillance camera system for remote site monitoring, equipped with intelligent motion detection, real-time video access, event recording and automatic intrusion alerts.* Including all accessories, communication equipment, mounting arrangements, wiring, installation, testing, commissioning, software configuration and associated charges required for complete and satisfactory operation of the system. |
| 553 | Procurement and supply of approved quality Canvas Pipe for water distribution system |
| 554 | Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 555 | Installation of Solar Powered STW Scheme(54 m) (9 Points) under Hailakandi- Algapur- Katlicherra Div (I)Boring and Installation of Tube Well |
| 556 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 557 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 558 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 559 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 560 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 561 | Installation and commissioning of Solar Pump along with PV Panels |
| 562 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 563 | Installation of Sign Board |
| 564 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 565 | Construction of Boundary Fencing |
| 566 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 567 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 568 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 569 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 570 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 571 | (B) Shuttering (Beams) with out props |
| 572 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 573 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 574 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 575 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 576 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 577 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 578 | Canvas pipe |
| 579 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 580 | Installation of Solar Powered STW Scheme(54 m) (7 Points) under Lakhipur Div (I)Boring and Installation of Tube Well |
| 581 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 582 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 583 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 584 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 585 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 586 | Installation and commissioning of Solar Pump along with PV Panels |
| 587 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 588 | Installation of Sign Board |
| 589 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 590 | Construction of Boundary Fencing |
| 591 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 592 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 593 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 594 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 595 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 596 | (B) Shuttering (Beams) with out props |
| 597 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 598 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 599 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 600 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 601 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 602 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 603 | Canvas pipe |
| 604 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 605 | Installation Solar powered STW Schemes at Ramkrishna Nagar LAC (8 Pts) and Patharkandi LAC (7 Points) under Ramkrishna Nagar- Patharkandi Div (I)Boring and Installation of Tube Well |
| 606 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 607 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 608 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 609 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 610 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 611 | Installation and commissioning of Solar Pump along with PV Panels |
| 612 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 613 | Installation of Sign Board |
| 614 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 615 | Construction of Boundary Fencing |
| 616 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 617 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 618 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 619 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 620 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 621 | (B) Shuttering (Beams) with out props |
| 622 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 623 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 624 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 625 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 626 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 627 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 628 | Canvas pipe |
| 629 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. |
| 630 | Installation of Solar Powered STW Scheme (54m) under Silchar LAC (7 Points) and Udharbond LAC(7 Pts.) under Silchar-Udharbond Div (I)Boring and Installation of Tube Well |
| 631 | Boring of DTW of bore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). |
| 632 | Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 633 | Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed.(Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) |
| 634 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 635 | Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge3. Drawdown at different discharge(arrangement of Pump for trial pumping is in the scope of the work) |
| 636 | Installation and commissioning of Solar Pump along with PV Panels |
| 637 | (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPM at 10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS.(b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed(Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL)(c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.(d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3\\" X 1.5\\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart.1. Solar Pump set should be of reputed make and carry 5 years warranty/ guarantee2. Flow Range : 90 L per Wp of PV array from TDH of 10 M3. Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V4. Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78)(Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC)This benchmark cost are for the systems installed as per MNRE specifications inclusive of the total cost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years.Cost Solar Standalone Pumping System = Rs 2,17,447.00Add GST @ 18 % = Rs 39,140.46Cost Solar Pumping System = Rs 2,56,587.46 |
| 638 | Installation of Sign Board |
| 639 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 640 | Construction of Boundary Fencing |
| 641 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 642 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 643 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 644 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 645 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 646 | (B) Shuttering (Beams) with out props |
| 647 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 648 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 649 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.40x40x5 mild steel angle (ISA 40x40x5) |
| 650 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 651 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksHollow MS Bar |
| 652 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 653 | Canvas pipe |
| 654 | Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 23, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 15 daysSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysTender Documents
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