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| 1 | Earth work in excavation of foundation in Parwan River's bed and in ravine core zone having ordinary rocks for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 2 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (ब); BSR Baran 01.10.2025) |
| 3 | Supplying of 10 gauge (3.251 mm dia) / 6 guaged (4.876 mm dia) hot dipped GI wire (IS 4826-1979) gabion boxes of required sizes as 2 m ´ 1m ´ 1m (i.e. 2 cum and 10 sqm surface area) with 10 cm ´ 10 cm open spacing incuding cost of GI wire, cutting, moulding, transportation at site etc. (Code 18.14; pp 87, BSR WRD 14.08.2023) |
| 4 | Supply of random rubble (RR) stones (90% stones to be not less than 23 cm in size in any direction and weighing not less than 37.5 kg.), placing of gabion as per drawing in foundation and super structure, hand packing of stones in gabion boxes, filling of small sized stone ( < 2.5 cm) stones as filler in the voids spaces between the RR stone, hinging of boxes and boxes covers and with 5 mm hot dipped GI wire, and copmlete in all respect as directed by Engineer-in-charge at site. (Code 18.15; pp 87, BSR WRD 14.08.2023) |
| 5 | 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.10.2025) |
| 6 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 7 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 8 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। Code 170 (ब); BSR Atru 01.10.2025) |
| 9 | Supplying of 10 gauge (3.251 mm dia) / 6 guaged (4.876 mm dia) hot dipped GI wire (IS 4826-1979) gabion boxes of required sizes as 2 m ´ 1m ´ 1m (i.e. 2 cum and 10 sqm surface area) with 10 cm ´ 10 cm open spacing incuding cost of GI wire, cutting, moulding, transportation at site etc. (Code 18.14; pp 87, BSR WRD 14.08.2023) |
| 10 | Supply of random rubble (RR) stones (90% stones to be not less than 23 cm in size in any direction and weighing not less than 37.5 kg.), placing of gabion as per drawing in foundation and super structure, hand packing of stones in gabion boxes, filling of small sized stone ( < 2.5 cm) stones as filler in the voids spaces between the RR stone, hinging of boxes and boxes covers and with 5 mm hot dipped GI wire, and copmlete in all respect as directed by Engineer-in-charge at site. (Code 18.15; pp 87, BSR WRD 14.08.2023) |
| 11 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Atru 01.10.2025) |
| 12 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 13 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023 ) |
| 14 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा 6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (ब); BSR Atru 01.10.2025) |
| 15 | सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्लैब, छज्जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्तु स्टील तथा शटरिंग की कीमत अलग से।अनुपात 1:2:4 (Code 13 (v); BSR Atru 01.10.2025) |
| 16 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Atru 01.10.2025) |
| 17 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 18 | Earth work in excavation of plantation pits (0.50 m ´ 0.50 m ´ 0.50 m) for Bamboo at spacing of 4 m ´ 4 m with 625 plants / ha on river banks of Parbati and Parwan rivers. (DSR-2023; Code-2.6.1) |
| 19 | Supply of FYM @ 5kg/pit |
| 20 | Supplying of 0.4% fenvalerate dust @ 50 g/pit. |
| 21 | Supplying of one year old plants including transportation, loading and unloading etc at the site |
| 22 | Supplying of Chlorpyriphos for termite control@ 10 ml/pit during 1st year of plantation. |
| 23 | Supplying of plant protection chemical for spraying @ 4 ml/plant at least 2 time during 1st years of plantation. |
| 24 | Mixing and filling of mixure, soil, FYM and chemicals in excavated pits and planting of plants. |
| 25 | Gap filling and casualty replacement @ 10 % of total plants in 1st year. |
| 26 | Application of Dithane M-45. |
| 27 | Watering of plants at the time of planting |
| 28 | Add extra over item No. 1 to 5 for excavation under water for all type ofstrata including dewatering charges. (Quantity under water during actualwork is only to be considered) Quantity of excavation below water levelin foundation area during continous pump running should only be Please Enable Macros to View BoQ information |
